ITB_CIP250467_Southwest_44th46th_Avenue_4-Lane_Extension_-_Exhibit_C_-_Plan_Set.pdf

CONTRACT PLANS

PROJECT ID: ENGCIP23-0011

CONTRACT No. CIP/250467

CITY ENGINEER'S OFFICE

TRANSPORTATION ENGINEERING

1805 NE 30th AVENUE, BLDG 300

OCALA, FLORIDA 34470-4877

POSTED SPEED LIMIT

ROADWAY KEY SHEET 01

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

by: Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

N

INDEX OF SHEETS

SHEET No SHEET DESCRIPTION

01 ROADWAY KEY SHEET

02 SIGNATURE SHEET

03 GENERAL NOTES

04 ENVIRONMENTAL NOTES

05 ABBREVIATIONS & LEGENDS

06 SUMMARY OF PAY ITEMS

07 PROJECT OVERVIEW

08 TYPICAL CROSS SECTION(S)

09 TYPICAL DETAILS

10 thru 21 ROADWAY PLAN(S) (12 SHEETS)

22 thru 31 PROFILE VIEW(S) (10 SHEETS)

32 thru 42 SIGNING & PAVEMENT MARKING (11 SHEETS)

SOUTHWEST 44th / 46th AVENUE

4-LANE EXPANSION - PHASE 3

NORTH SIDE of SW 20th STREET to STATE ROUTE 40

(PRESENTLY A 2-LANE CORRIDOR)

SW 44th/46th AVENUE (BETWEEN SW 20th STREET and SR 40) MAINTAIN PRESENT SPEED LIMIT at 45 MPH

End of Project

STA 168+00.00

Begin of Project

STA 100+43.00

Signalization Project (under separate contract)

Signalization Project (under separate contract)

V01 TOPOGRAPHIC SURVEY CONTROL POINTS

V02 thru V13 TOPOGRAPHIC SURVEY (SUPPLEMENT AVAILABLE UPON REQUEST)

PROJECT LIMITS KEY MAP

NOT to SCALE

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE

COCOAORLANDO

BARTOW

ST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACHPENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

BEE LINE

EXPRESSWAY

BRADENTON

SARASOTA

VENICE

CAPE CORAL

CEDAR KEY

KEY LARGO

EVERGLADES

NATIONAL

PARK

LAKE

OKEECHOBEE

OCALA

PROJECT LOCATION

FDOT DISTRICT No 5

OCALA, MARION COUNTY, FL

GOVERNING AGENCY DOCUMENTS

U.S. DEPARTMENT OF TRANSPORTATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(2023 EDITION )

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION

(FY 2024-25 VERSION )

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

(FY 2024-25 VERSION )

FLORIDA DEPARTMENT OF TRANSPORTATION, MANUAL ON UNIFORM MINIMUM STANDARDS FOR

DESIGN CONSTRUCTION, AND MAINTENANCE OF STREET & HIGHWAYS "FLORIDA GREEN BOOK"

(2018 EDITION)

CITY OF OCALA, LAND DEVELOPMENT CODE ( CURRENT VERSION: MAY 17, 2024 )

CITY OF OCALA, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS, STORMWATER,

TRAFFIC, WATER & SEWER INFRASTRUCTURE (JANUARY 2025 )

UTILITY COMPANIES

UTILITY COMPANY NAME CONTACT PHONE No EMERGENCY

CITY OF OCALA WATER & SEWER HECTOR A COLON, PE (352) 401-6944 (352) 351-6782

CITY OF OCALA ELECTRIC UTILITY STEVE C SHORT (352) 351-6619 (352) 351-6666

CITY OF OCALA TELECOMMUNICATIONS (FOC) BILL WEAKLAND (352) 351-6912 N/A

CITY OF OCALA TRAFFIC NICK BLIZZARD (352) 351-6707 N/A

TECO PEOPLES GAS of OCALA LANDON MEAHL (352) 622-0112 (407) 408-5566

LUMEN TECHNOLOGIES (formerly CenturyLink) JOHN PLAMONDON (352) 425-4444 (352) 425-4444

COX COMMUNICATIONS of MARION contact pending (352) 873-5631 (888) 269-9693

AT&T of MARION DINO FARRUGIO (561) 997-0240 N/A

BID PLANS

ISSUE DATE: 3/3/2025

SIGNATURE SHEET 02

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

SHEET INDEX

V01 to V13 - TOPOGRAPHIC

SURVEY 19-00588

DATED: 08/08/2019

thru 09/29/2019

SHEET INDEX

01 - ROADWAY KEY SHEET

02 - SIGNATURE SHEET

03 - GENERAL NOTES

04 - ENVIRONMENTAL NOTES

05 - ABBREVIATIONS & LEGENDS

06 - SUMMARY OF PAY ITEMS

07 - PROJECT OVERVIEW

08 - TYPICAL CROSS SECTION(S)

09 - TYPICAL DETAILS

10 to 21 - ROADWAY PLANS (12 SHEETS) 22 to 31 - PROFILE VIEWS (12 SHEETS) 32 to 42 - SIGNING & PAVEMENT MARKING

(11 SHEETS)

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

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

CITY OF OCALA

CITY ENGINEER'S OFFICE

TRANSPORTATION ENGINEERING

1805 NE 30TH AVE., BLDG. 300

OCALA, FLORIDA 34470

NOEL JOHN COOPER, PE No 69534

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED & SEALED, AND THE SIGNATURE

MUST BE VERIFIED ON ELECTRONIC COPIES

THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PROFESIONAL ENG

IN

EE

R

No. 69534

NO

EL

JOHN COOPER

STATE OF

FLORIDA

L I C E N S E

THE ABOVE NAMED PROFESSIONAL SURVEYOR & MAPPER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 5J-17.060,17.062‚ F.A.C.

CITY OF OCALA

CITY ENGINEER'S OFFICE

CHIEF LAND SURVEYOR

1805 NE 30TH AVE., BLDG. 700a

OCALA, FLORIDA 34470

R KELLY ROBERTS, PLS No 5558

R Kel ly Roberts

STATE OF

FLORIDA

Li ce nse Number

P ro fessional Surveyor a nd

M ap p e r

THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY

ON THE DATE ADJACENT TO THE SEAL

GENERAL NOTES 03

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

GENERAL NOTES:

1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF OCALA ENGINEER OF RECORD .

2. THE CONTRACTOR SHALL APPLY FOR A CITY OF OCALA RIGHT-OF-WAY PERMIT NO LESS THAN FIVE (5) BUSINESS DAYS PRIOR TO STARTING THE PROPOSED CONSTRUCTION.

3. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. STATIONS AND OFFSETS ARE BASED ON ROADWAY PLANS.

4. THESE PLANS REFLECT CONDITIONS KNOWN AT THE TIME OF PLAN DEVELOPMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL PERTINENT UTILITY COMPANIES AT LEAST

(7) FULL BUSINESS DAYS PRIOR TO CONSTRUCTION SO THAT THESE COMPANIES CAN FIELD STAKE THE LOCATION OF THEIR FACILITIES PRIOR TO COMMENCEMENT OF WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATION COORDINATION EFFORTS AS REQUIRED BY OSHA AND THE FLORIDA STATUTE REGULATING PROTECTION OF EXISTING UTILITIES. THE CONTRACTOR IS FURTHER REMINDED THAT NOT ALL UTILITY PROVIDERS ARE SUBSCRIBERS TO THE SUNSHINE STATE ONE-CALL SYSTEM, AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO MAKE EVERY EFFORT TO ENSURE THAT ALL UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION ACTIVITIES

6. IN THE EVENT THAT ACTUAL FIELD CONDITIONS PREVENT THE APPLICATION OF THESE PLANS AND/OR THE SPECIFICATIONS OR PROGRESSION OF THE WORK SPECIFIED IN THE PLANS, PARTICULARLY DUE TO CONFLICTS WITH ANY UTILITY LOCATIONS, ALL CONFLICTS SHALL BE RESOLVED PRIOR TO THE SETTING OF OR PLACING OF ANY SUB-GRADE AND/OR BURIED ITEMS. SHOULD THE CONTRACTOR ENCOUNTER ANY CONFLICTS DURING CONSTRUCTION ACTIVITIES, WORK IN THE AREA SHALL CEASE AND THE CITY TRANSPORTATION ENGINEER OF RECORD, NOEL J COOPER, P.E. (AT 352-351-6708) SHALL BE IMMEDIATELY NOTIFIED AND PROVIDED ALL PERTINENT

INFORMATION FOR PREPARATION OF A REMEDIAL DESIGN SOLUTION.

7. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THIS PROJECT IN ACCORDANCE WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD); THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION;

AND ANY REQUIREMENTS OF THE CITY OF OCALA THAT MEET OR EXCEED ANY OF THE AFOREMENTIONED GOVERNING JURISDICTIONS.

8. THE CONTRACTOR SHALL HAVE A STATE OF FLORIDA CERTIFIED MAINTENANCE OF TRAFFIC SUPERVISOR WITH THE RESPONSIBILITY OF MAINTAINING THE POSITIONING AND CONDITION OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS THROUGHOUT THE DURATION OF THE PROJECT. THE ENGINEER OF RECORD SHALL BE KEPT ADVISED AS TO THE IDENTIFICATION AND MEANS OF CONTACTING THIS AFOREMENTIONED SUPERVISOR ON A 24-HOUR BASIS .

9. THE REQUIRED TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS ERECTED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION WHICH NO LONGER APPLY TO THE CURRENT CONSTRUCTION CONDITIONS, AND MAY OTHERWISE CREATE HAZARDOUS CONDITIONS DURING THE ONGOING

CONSTRUCTION PROCESS, SHALL BE IMMEDIATELY REMOVED OR COVERED BY THE CONTRACTOR.

10. IF ANY EXISTING SIGNS ARE REMOVED OR RELOCATED DURING CONSTRUCTION, THE CONTRACTOR SHALL REINSTALL THEM IMMEDIATELY AT THE PROPER HEIGHT AND DISTANCE .

11. THE CONTRACTOR SHALL NOT REMOVE OR DAMAGE ANY BUILDING FOUNDATIONS, AND SHALL NOTIFY THE ENGINEER OF RECORD OF ANY PROBLEMS OR CONCERNS.

12. THE CONTRACTOR SHALL ADJUST ANY AND ALL EXISTING UTILITIES MANHOLE COVERS, INLETS, AND PULLBOX COVERS TO FINAL GRADE AS NECESSARY WITHIN THE WORK AREA.

13. ANY AND ALL EXISTING UTILITIES, SUCH AS WATER VALVES, MANHOLES, AND METER BOXES, SHALL BE PROTECTED FROM DAMAGE. IF DAMAGE OCCURS DURING CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL REPAIR SAID ITEM(S) AT THEIR OWN EXPENSE.

14. THE CONTRACTOR SHALL INSTALL INLET PROTECTION DEVICES AT ALL INLETS TO MINIMIZE DEBRIS ENTERING THE STORM DRAIN SYSTEM. (AS APPROVED BY FDEP).

15. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL PAVEMENT MARKINGS, RPM'S, TRAFFIC LOOPS OR HOMERUNS THAT ARE DAMAGED DURING THE CONSTRUCTION PROCESS.

16. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCEPTABLE ACCESS TO ALL RESIDENCES AND BUSINESSES ALONG THE PROJECT ROUTE WHENEVER CONSTRUCTION ACTIVITIES INTERFERE WITH THE EXISTING MEANS OF ACCESS. FLAGMEN SHALL BE USED WHEN NO ALTERNATE ACCESS IS POSSIBLE.

17. IN THE EVENT THAT EXISTING MAILBOXES ARE TO BE RELOCATED AND/OR REMOVED, THE CONTRACTOR SHALL NOTIFY THE POSTMASTER OF THE OCALA POST OFFICE NO LESS THAN SEVEN (7) BUSINESS DAYS (EXCLUDING WEEKENDS AND POSTAL HOLIDAYS) PRIOR TO COMMENCEMENT OF THE WORK.

18. SIDEWALKS, INCLUDING PORTIONS OF DRIVEWAYS (EXISTING OR PROPOSED) WITHIN SIDEWALK PATH, SHALL COMPLY WITH ADA ACCESSIBILITY STANDARDS. WHERE EXISTING DRIVEWAYS ARE NOT COMPLIANT, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF RECORD, AND REMOVE AND REPLACE SAID ITEM.

19. WHEN OPERATING OUTSIDE THE CITY OF OCALA RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE PROPER NOTIFICATION AND OBTAIN WRITTEN PERMISSION TO DO SO FROM THE

OWNER OF EACH PARTICULAR PROPERTY .

20. UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL MAINTAIN [AT LEAST] ONE LANE OF TRAFFIC IN EACH DIRECTION FOR THE DURATION OF THE PROJECT. THE CONTRACTOR MAY, UPON APPROVAL FROM THE ENGINEER OF RECORD, RESTRICT TRAFFIC TO ONE-WAY OPERATION FOR SHORT PERIODS OF TIME PROVIDED THAT ADEQUATE MEANS

OF TRAFFIC CONTROL ARE IN PLACE AND TRAFFIC IS NOT UNREASONABLY DELAYED.

21. ALL UNSUITABLE MATERIALS ENCOUNTERED SHALL BE DISPOSED OF AND REPLACED WITH APPROVED MATERIALS. NO TEMPORARY OR PERMANENT DEPOSITS SHALL BE MADE OUTSIDE OF THE PROPOSED RIGHT-OF-WAY EXCEPT AS APPROVED BY THE ENGINEER OF RECORD.

22. THE CONTRACTOR SHALL HAVE EXCAVATED MATERIALS LOADED ONTO DUMP TRUCKS DIRECTLY BEHIND THE EQUIPMENT AND HAULED OFF TO THE DESIGNATED SITE WITH CITY OF OCALA APPROVED TRAFFIC CONTROL MEASURES IN PLACE ACCORDINGLY TO ACCOMMODATE THIS PROCESS.

23. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION - UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OF RECORD IN WRITING.

24. THE CONTRACTOR SHALL BE NOISE SENSITIVE FOR NIGHT OPERATIONS (WHEN APPLICABLE).

25. DURING NON-WORKING HOURS, THE CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY EQUIPMENT WITHIN 30 FEET OF THE EDGE OF THE TRAVELED WAY. IF THE ABOVE IS NOT POSSIBLE, THE CONTRACTOR SHALL APPOINT AN APPROVED STORAGE AREA, AND SUCH AREA SHALL BE PROPERLY DELINEATED AND ADVANCE WARNING SHALL BE UTILIZED.

26. THE CONTRACTOR SHALL PROVIDE THE CITY OF OCALA TRAFFIC DIVISION WITH ONE (1) ELECTRONIC COPY OF AN AS-BUILT PLAN FORMATTED IN AUTOCAD, VERSION 2021 OR GREATER AT THE CONCLUSION OF THE PROJECT SCOPE OF WORK.

ADA NOTES:

1. THE PROJECT SHALL BE CONSTRUCTED TO MEET CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN.

2. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE FDOT STANDARD SPECIFICATIONS PLANS FOR ROAD AND BRIDGE CONSTRUCTION .

FDOT NOTES:

1. THE CONTRACTOR SHALL INSURE THAT ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST FDOT DESIGN

STANDARDS, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION (UAM).

2. THE CONTRACTOR SHALL REVIEW AND COMPLY WITH THE "SPECIAL PROVISIONS" AND OTHER ATTACHMENTS TO THE FDOT PERMIT FOR THIS PROJECT.

3. THE CONTRACTOR SHALL CALL "FLORIDA SUNSHINE ONE-CALL" FOR UTILITY LOCATION SERVICES AT LEAST (2) BUSINESS DAYS PRIOR TO CONSTRUCTION (1-800-432-4770).

4. THE CONTRACTOR SHALL INSURE MAINTENANCE OF TRAFFIC (MOT) PLAN & TRAFFIC CONTROL THROUGHOUT THE WORK ZONE AS PER THE FDOT STANDARD INDEX 102- 600 SERIES.

5. THE CONTRACTOR SHALL CONDUCT A SIDEWALK SURVEY TO DETERMINE THE EXISTING CONDITION OF AFFECTED SIDEWALKS AND SUBMIT SAID SURVEY TO FDOT AND THE CITY OF OCALA's ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

6. AT SUCH LOCATIONS WHERE FDOT SIGNS, REFLECTORS, OR OTHER STRUCTURES WILL INTERFERE WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL MAINTENANCE OFFICE OR PROJECT ENGINEER AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ALL ITEMS THAT REQUIRE RELOCATION OR REPLACEMENT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF THE WORK IS WITHIN 500' OF THE TRAFFIC SIGNAL CONTRACTOR SHALL CONTACT THE CITY OF OCALA PUBLIC WORKS DEPARTMENT - TRAFFIC OPERATIONS (352) 351-6733.

7. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS AFFECTED BY THE PROPOSED CONSTRUCTION ACTIVITIES IN ADVANCE OF SUCH OPERATIONS IN ACCORDANCE

WITH FDOT NOTIFICATION REQUIREMENTS.

8. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CLEARANCES WITH THE OWNER OF SUCH UTILITIES PRIOR TO CONSTRUCTION COMMENCEMENT.

9. THE CONTRACTOR SHALL RESTORE AND RE-SOD ALL DISTURBED AREAS WITH ARGENTINE BAHIA IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS.

THE CONTRACTOR SHALL MAINTAIN THAT PORTION OF THE RIGHT-OF-WAY AFFECTED BY THE PERMIT UNTIL VEGETATION IS ESTABLISHED. PERFORM ALL WORK NECESSARY, INCLUDING WATERING AND FERTILIZING, TO SUSTAIN AN ESTABLISHED TURF UNTIL FINAL ACCEPTANCE, AT NO ADDITIONAL EXPENSE TO FDOT OR THE CITY OF OCALA. PROVIDE FILLING, LEVELING, AND REPAIRING OF ANY WASHED OR ERODED AREAS, AS MAY BE NECESSARY.

10. THE CONTRACTOR IS RESPONSIBLE FOR MOWING, AT NO ADDITIONAL EXPENSE TO FDOT OR THE CITY OF OCALA, ANY AREA WITHIN PUBLIC RIGHT-OF-WAYS WHERE THE PERMITTED WORK OR WHERE UTILITY LOCATE FLAGS PLACED FOR PERMITTED WORK CREATES A HINDRANCE FOR OR INTERFERES WITH MAINTENANCE ENTITY'S REGULAR MOWING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING UNTIL ALL SUCH HINDRANCES ARE REMOVED SO THAT REGULAR MAINTENANCE ENTITY MOWING CAN BE RESUMED. THE CONTRACTOR SHALL MEET THE MOWING REQUIREMENTS ESTABLISHED BY THE DEPARTMENT'S MAINTENANCE RATING PROGRAM (MRP). CONTACT THE LOCAL FDOT MAINTENANCE OFFICE FOR DETAILS (352.732.1338).

11. ALL UTILITY LOCATION FLAGS SHALL BE REMOVED BY THE CONTRACTOR WHEN THEY ARE NO LONGER NEEDED.

SURVEY & MAPPING NOTES:

1. COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATES, WEST ZONE AND WERE DERIVED FROM GPS

OBSERVATIONS REFERENCED TO THE FDOT PERMANENT REFERENCE NETWORK.

2. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO CITY CONTROL POINTS SHOWN ON THIS

DRAWING.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, TO ENSURE ALL EXISTING SURVEY MARKERS ARE

LOCATED, CLEARLY MARKED AND PROTECTED, BY THE CONTRACTORS SURVEYOR.

4. ANY SURVEY MARKER, INCLUDING, BUT NOT LIMITED TO, PUBLIC LAND SURVEY SECTION CORNER MARKERS, BENCH MARKS, PROPERTY CORNERS, ETC., WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT.

5. ADDITIONALLY, SURVEY STAKES PLACED MARKING THE LOCATIONS OF MARKERS, PROPERTY LINES, RIGHT-OF-WAY LINES, OR ANY OTHER POINT, PLACED FOR CONSTRUCTION AND SUBSEQUENTLY DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AS NEEDED AT THE RESPONSIBILITY OF THE CONTRACTOR.

6. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR, LICENSED TO PRACTICE IN THE STATE OF FLORIDA

AND SHOWN AS RE-SET ON AS-BUILT PLANS.

7. UNLESS PRIOR AGREEMENT IS MADE, IT SHALL NOT BE THE RESPONSIBILITY OF THE CITY SURVEYOR TO REPLACE ANY SURVEY MARKERS.

SIGNING & PAVEMENT MARKING NOTES:

1. THE CONTRACTOR SHALL CONTACT THE CITY OF OCALA PUBLIC WORKS DEPARTMENT - TRAFFIC OPERATIONS AT (352)-351-6733 AT LEAST (48) HOURS PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ALL ITEMS THAT REQUIRE RELOCATION OR REPLACEMENT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. ALL SIGN ASSEMBLIES AND SIGN PANELS TO BE RELOCATED SHALL BE RELOCATED OUT OF THE CONSTRUCTION AREA, THEN RE-INSTALLED AFTER CONSTRUCTION IS COMPLETED. ANY DAMAGED SIGNAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL PAVEMENT MARKINGS THAT ARE DAMAGED DURING CONSTRUCTION.

4. THERMOPLASTIC STRIPING, AS DEFINED UNDER FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION #711, IS REQUIRED FOR FINISHED CONSTRUCTION ON CITY OF OCALA RIGHT-OF-WAY. WHERE ROADWAY PAVEMENT IS INSTALLED OR REPLACED, THERMOPLASTIC STRIPING SHALL BE INSTALLED BY THE CONTRACTOR AT LEAST 14 DAYS AFTER FINAL PAVING; OTHERWISE THERMOPLASTIC STRIPING IS TO BE INSTALLED CONCURRENT TO OTHER PROJECT WORK. CONTRACTOR SHALL BE PAID FOR ONLY ONE APPLICATION OF THERMOPLASTIC

STRIPING PER ITEM.

5. WHERE CROSSWALK ARE PROPOSED, THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING STOP LINE(S) ARE A MIN. 4' FROM THE PROPOSED CROSSWALK LINES.

IMPORTANT NOTE TO CONTRACTOR

THESE PLANS HAVE BEEN PREPARED BASED UPON THE CITY OF OCALA'S 2023 PLANIMETRIC DRAWINGS PREPARED BY AERIAL CARTOGRAPHICS, INC. WITH

AERIAL PHOTOGRAPHY DATES OF 12/14/22 AND 2/28/23. HORIZONTAL DATUM IS BASED ON THE CITY OF OCALA G.P.S. DERIVED THREE MILE CONTROL GRID, UTILIZING THE NORTH AMERICAN DATUM 1983, 1990 ADJUSTMENT OF THE STATE PLANE COORDINATES, FLORIDA WEST ZONE (902). VERTICAL DATUM IS

BASED ON THE CITY OF OCALA G.P.S. DERIVED THREE MILE CONTROL GRID, UTILIZING THE NORTH AMERICAN VERTICAL DATUM OF 1988

THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING UTILITIES IN THE PROJECT AREA AND OTHER UTILITIES WHICH MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION ACTIVITIES THE CITY OF OCALA WILL MAKE AVAILABLE TO THE CONTRACTOR AWARDED THE PROJECT ALL RELEVANT UTILITY INFORMATION IN THE AREA WITHIN ITS POSSESSION

ENVIROMENTAL NOTES 04

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

ENVIRONMENTAL NOTES:

1. THE CONTRACTOR SHALL FORMULARIZE THEMSELVES WITH THE GENERAL NOTES AND FDOT NOTES THAT ARE PROVIDED IN THIS PLAN SET ON A SEPARATE SHEET

2. THE CITY OF OCALA OPERATES UNDER A FDEP NPDES 'GENERAL PERMIT THAT REQUIRES THE CITY AND, IN TURN, ITS CONTRACTORS TO FOLLOW CERTAIN AND SPECIFIC ENVIRONMENTAL PRACTICES AND PROCEDURES TO PREVENT THE POLLUTION OF THE CITY'S GROUNDWATER AND STORMWATER SYSTEM

3. ALL WATER COLLECTED AND PUMPED DURING TRENCH DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UPLAND AREAS INTO DISCHARGE LOCATIONS THAT SHALL BE A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY OR WETLAND AREA TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES

4. STAKED SILT SCREEN, TURBIDITY BARRIERS OR OTHER PERIMETER CONTROL METHODS APPROVED BY THE FDEP SHALL BE UTILIZED AS SILT BARRIERS AND PLACED IN LOCATIONS SHOWN ON THE PLANS AND AT OTHER LOCATIONS AS REQUIRED TO KEEP SEDIMENT FROM REACHING PRIVATE PROPERTY. THESE BARRIERS SHALL BE INSTALLED BY THE CONTRACTOR BEFORE COMMENCING WITH ANY CONSTRUCTION ACTIVITIES WITHIN OR ADJACENT TO PRIVATE PROPERTY

5. THE CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SILT BARRIERS AND FENCING INCLUDING DAILY INSPECTIONS TO CHECK THEIR INTEGRITY. ANY LOOSE OR DAMAGED SILT BARRIERS AND FENCING SHALL BE IMMEDIATELY REPAIRED OR REPLACED AS NECESSARY. ONCE CONSTRUCTION IS COMPLETED AND FINISHED GRADING AND STABILIZATION HAS BEEN ACHIEVED, SILT BARRIERS AND FENCING SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER OF RECORD, AND BEFORE FINAL ACCEPTANCE

6. THE CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT COORDINATING SUCH REMOVAL WITH THE ENGINEER OF RECORD. IF ANY TREES ARE REMOVED IN WETLAND JURISDICTIONAL, OR NATIVE VEGETATION AREAS WITHOUT PROPER AUTHORIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A DETAILED RESTORATION AND/OR MITIGATION PLAN, SUBMITTING THE PLAN TO, AND OBTAINING APPROVAL FROM THE FDEP, THE WATER MANAGEMENT DISTRICT, THE CITY ENGINEER'S OFFICE, THE OWNER AND THE ENGINEER OF RECORD, AS WELL AS COMPLETING ANY MONITORING AND MAINTENANCE REQUIREMENTS IMPOSED AS A RESULT OF THE TREE REMOVAL

HAZARDOUS MATERIALS

1. THE CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES TO MINIMIZE THE RISK OF SPILLS OR UNINTENDED EXPOSURE OF PETROLEUM AND OTHER HAZARDOUS MATERIALS TO

STORMWATER RUNOFF OR SEEPAGE INTO THE GROUNDWATER

2. THE CONTRACTOR SHALL HAVE PRE-PREPARED PROCEDURES CLEARLY POSTED FOR SPILL CONTAINMENT AND CLEAN-UP

3. THE CONTRACTOR SHALL STORE AND USE PETROLEUM AND OTHER HAZARDOUS PRODUCTS ACCORDING TO RECOMMENDED PROCEDURES

4. THE CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE, AND CONCRETE TRUCK DRUM WASH WATER. INSTALL A CONTAINMENT BERM AROUND THIS DESIGNATED AREA TO PREVENT RUNOFF BEYOND THE DESIGNATED AREA. ALL SURPLUS CONCRETE SHALL BE REMOVED FROM THE PROJECT SITE PRIOR TO FINAL INSPECTION

5. THE CONTRACTOR SHALL UPON RELEASE, IMMEDIATELY INITIATE RECOMMENDED METHODS FOR SPILL CONTAINMENT AND CLEAN-UP

6. THE THE CONTRACTOR SHALL, WITHIN 24-HOURS OF THE SPILL/RELEASE, NOTIFY THE 'STATE WARNING POINT' (AT 1.800.320.0519 OR 1.850.413.9911) OF ALL RELEASES EQUAL TO OR

EXCEEDING THE REPORTABLE QUANTITY

7. THE CONTRACTOR SHALL HANDLE, COLLECT, AND DISPOSE OF HAZARDOUS MATERIALS, SANITARY WASTE, AND CONSTRUCTION WASTE MATERIALS ACCORDING TO THE APPLICABLE STATE

LAWS AND REGULATIONS, CITY ORDINANCES, OR AS DIRECTED BY THE CITY

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL ADHERE TO ALL STATE AND LOCAL EROSION CONTROL REGULATIONS

2. THE FOLLOWING PRACTICES WILL BE USED BY THE CONTRACTOR TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

a) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER

b) IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT

c) ALL POLLUTION CONTROLS SHALL BE MAINTAINED AT ALL TIMES

d) BUILT-UP SEDIMENT WILL BE REMOVED FROM STAKED SILT FENCE WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE SILT FENCE

2. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED

CLEAN PRIOR TO FINAL PAYMENT

3. ALL STORM SEWER INLETS SHALL BE PROTECTED BY THE CONTRACTOR SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SYSTEM WITHOUT FIRST BEING FILTERED

4. ALL DISTURBED AREAS ARE TO BE SODDED. ALL STABILIZATION PRACTICES SHALL BE PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED AND, IN THE OPINION OF THE ENGINEER OF RECORD, PROVIDES ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY, TO SURVIVE ADVERSE WEATHER CONDITIONS

5. THE CONTRACTOR SHALL PLACE STAKED SILT FENCE(S) IN ACCORDANCE WITH CITY OF OCALA SPECIFICATIONS

6. THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZERS, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER

7. THE CONTRACTOR SHALL INSURE THAT LOADED HAUL TRUCKS BE COVERED WITH TARPAULIN(S), EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY, AND AREAS WITHIN THE LIMITS

OF CONSTRUCTION SHALL BE DAMPENED WITH WATER AS REQUIRED FOR DUST CONTROL

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AS WELL AS REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE, AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE

INCLUDED IN THE PROJECT COST

9. TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE TO THE EPA'S STANDARD PRACTICES

10. POLLUTION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR. WRITTEN DOCUMENTATION OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR DAYS AND

WITHIN 24 HOURS OF A RAIN EVENT OF 0.5 INCHES OR GREATER

11. THE CONTRACTOR SHALL PROVIDE THE CITY OF OCALA WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE. IF CONTAMINATED SOIL OR

GROUNDWATER IS ENCOUNTERED, CONTACT THE ENGINEER OF RECORD

BACKFILLED TRENCH

SPACING OF POSTS

TO BE 6'-10' APART

FILTER FABRIC MATERIAL

(FOR ADDITIONAL STRENGTH, FILTER FABRIC CAN BE ATTACHED TO A 6"

(MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS)

APPROXIMATELY

4" BY 4" TRENCH

RUN OFF

WOOD OR

STEEL POST

FILTER FABRIC MATERIAL SECURELY FASTENED

TO THE POSTS OR USE THE WIRE MESH

APPROXIMATELY 8" FILTER FABRIC MATERIAL

MUST EXTEND INTO A TRENCH AND BE

ANCHORED w COMPACTED BACKFILL MATERIAL

DRIVE BOTH POSTS

ABOUT 18" INTO THE

GROUND AND BURY FLAP

ROTATE BOTH POSTS

AT LEAST 180 DEGREES

IN A CLOCKWISE

DIRECTION TO CREATE

A TIGHT SEAL WITH

THE FABRIC MATERIAL

PLACE THE END POST

OF THE SECOND FENCE

INSIDE THE END POST

OF THE FIRST FENCE

PROCEDURE FOR

ATTACHING TWO SILT FENCES

DIRECTION OF RUN OFF WATER

TYPICAL SILT FENCE DETAILS

A

SIDEWALKCURB INLETSPILLWAY

POND

HEIGHT

C A

TC

H B A

SI

N

CURB INLET SEDIMENT BARRIER

SECTION A-A

PLAN VIEW

BACK

OF CURB

GRAVEL FILLED

SANDBAGS ARE

STACKED TIGHTLY

BACK OF SIDEWALK

PROCEDURE NOTES

1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEDIMENTS

WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF

2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH

GRAVEL, LAYERED AND PACKED TIGHTLY

3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR

OVERFLOW

4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT

AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY

PLAN VIEW

CURB INLET

CATCH BASIN

BACK OF CURB

BURLAP SACKS

TO OVERLAP

ONTO CURB

GRAVEL FILLED SANDBAGS

ARE STACKED TIGHTLY

RUNOFF

RUNOFF

BACK OF SIDEWALK

CURB AND GUTTER SEDIMENT BARRIER

1. PLACE GRAVEL FILLED BURLAP BAGS ON GENTLY SLOPING STREET

SEGMENTS ACCORDING TO THE SPACING CHART (SEE PLATE 4.08p)

2. PLACE TWO OR MORE BAGS AT EACH INTERVAL IN A MANNER WHICH

PROVIDES MAXIMUM SUPPORT

3. WHEN STACKING SEVERAL BAGS HIGH, LEAVE A ONE BAG GAP TO

PROVIDE AN OVERFLOW SPILLWAY

4. SEDIMENTS MUST BE REMOVED AFTER EACH RAIN EVENT

MAINTENANCE

1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIR

MADE AS NEEDED

2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL

DIMENSIONS WHEN THE SEDIMENT HAS TO 1

2 OF THE DESIGN DEPTH OF THE

TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN

SUCH A MANNER THAT IT WILL NOT ERODE

3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN

THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED

SPILLWAY

A

CURB INLET

CATCH BASIN

SPILLWAY

AutoCAD SHX Text

10" MIN

AutoCAD SHX Text

24" MIN

ABBREVIATIONS & LEGENDS05

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

POWER POLE

LAMP POLE

GUY ANCHOR

SIGN

MAILBOX OR NEWSPAPER BOX

TELEPHONE PEDESTAL / RISER

TELEPHONE MANHOLE

STORM MANHOLE

CATCH BASIN

WATER VALVE

FIRE HYDRANT

NATURAL GAS VALVE

SANITARY MANHOLE

SANITARY CLEANOUT

FH

WV

STM MH

MB

LP

EXIST EXISTING

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

STANDARD PLANS INDEX (NUMBER)

FLORIDA DEPARTMENT OF TRANSPORTATION

PEDESTRIAN / PEDESTAL

CORRUGATED METAL PIPE

DRY RETENTION AREA

WET RETENTION AREA

TOE OF SLOPE

TOP OF BANK

WOOD

TYPICAL

PROPOSEDPROP

TYP

WD

TOE

DRA

CMP

FDOT

MUTCD

SPI

PED

WRA

TOB

PP

GA

GV

CNL

TBM

TRAV PT

COED

CONTROL

TEMPORARY BENCH MARK

TRAVERSE POINT

CITY OF OCALA ENGINEERING DEPARTMENT

ABBREVIATIONS & SYMBOLOGY

CURB RAMPCr

CROSS WALKX-WALK

RIGHTRt

LEFTLt

COUNTY ROADC.R.

STREETSt

T Y P I C A L L I N E T Y P E L E G E N D

TYPICAL MATERIAL TYPE HATCH PATTERNS WITHIN THE ROADWAY PLAN SHEETS ARE DEFINED AS FOLLOWS:

T Y P I C A L H A T C H P A T T E R N L E G E N D

TOPO TOP OF BANK / TOE OF SLOPE

TOPOGRAPHIC RIGHT-OF-WAY LINE

PALM TREE

OAK TREE

OTHER TREE (NOT ALL INCLUSIVE)

EDS-(00) STORM STRUCTURE IDENTITY

SURVEY / TOPO ABBREVIATIONS

BACK OF SIDEWALK BOS

CONTROL POINTCP

POINT OF CURVATURE PC

POINT OF COMPOUND CURVE PCC

POINT OF REVERSE CURVE PRC

POINT OF TANGENCY PT

PROFILE GRADE LINEPGL

RIGHT-OF-WAYROW

QUANTITY QTY

PROPOSED DRAINAGE (STORMWATER) STRUCTURE STS

NUMBERNO.

CONSTRUCT / INSTALLCONST

CONCRETE MONUMENTCM

CHAIN LINK FENCECLF

ELLIPTICAL REINFORCED CONCRETE PIPEERCP

EXISTING DRAINAGE STRUCTUREES

SOLIDSOL

MITERED END SECTIONMES

CB

CO

SAN

TEL

FOR A COMPLETE LISTING OF TYPICAL ABBREVIATIONS,

REFER TO FDOT STANDARD PLANS LOCATED AT

www.fdot.gov/design/standardplans/current/

REFER TO CITY OF OCALA

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS, STORMWATER, TRAFFIC, WATER AND SEWER INFRASTRUCTURE "

PUBLISHED BY THE OFFICE OF CITY ENGINEER - January 11, 2024

DESCRIPTIVE POINT

CIRC CIRCULAR IRON ROD CONTROL

METALMTL

METER ELECTRIC

METER GASGAS

ELEC

TOPOGRAPHIC PROPERTY BOUNDARY/LIMITS

TOPOGRAPHIC CENTERLINE OF RIGHT-OF-WAY

TOPOGRAPHIC PARCEL LINE

TOPO SURFACE CONTOUR: 5' INTERVAL

TOPO SURFACE CONTOUR: 1' INTERVAL

TOPO PAVEMENT: CENTERLINE / CROWN

TOPO PAVEMENT: GRADE BREAK

TOPO P'MENT: INVERTED CROWN / FLOWLINE

TOPOGRAPHIC FLOOD ZONE LIMITS

TOPOGRAPHIC SECTION LINE

METER WATERWTR

TOPOGRAPHICAL

THE ABOVE LINE-TYPES HAVE BEEN EXTRACTED FROM

OCALA CITY ENGINEER'S OFFICE - SURVEY DIVISION

EXISTING GRAVITY SANITARY SEWER

EDGE OF EXISTING PAVEMENT

EXISTING POTABLE WATER

EDGE OF EXISTING CURB

EDGE OF EXISTING SIDEWALK

EXISTING OVERHEAD POWER

EXISTING FENCE (TYPE LABELED)

SS SS

EXISTING DRAINAGE (w FLOW DIRECTION)

OE OE

EDGE OF EXISTING DRIVEWAY (ALL TYPES)

EDGE OF PROPOSED CURB

EDGE OF PROPOSED SIDEWALK

PROPOSED DRAINAGE (w FLOW DIRECTION)

EDGE OF PROPOSED DRIVEWAY (ALL TYPES)

EXISTING FIBER OPTIC COMMUNICATIONBFO BFO

EXISTING NATURAL GASG G

PROPOSED STRIPING

PROPOSED GRAVITY SANITARY SEWER

PROPOSED POTABLE WATER

SS SS

W W

EDGE OF PROPOSED PAVEMENT

PROPOSED FENCE (TYPE LABELED)

PROPOSED NOISE WALL

FM FM

EXISTING STRIPING TO BE RETAINED

EXISTING FORCE MAIN SANITARY SEWER

PROPOSED FIBER OPTIC COMMUNICATIONBFOC

EROSION CONTROL - SILT FENCE

EXISTING CONDITIONS PROPOSED

W W

PROPOSED FORCE MAIN SANITARY SEWERFM FM

PROPOSED NATURAL GASG G

STS STS EXISTING STORM WATER SEWER PROPOSED STORM WATER SEWERSTS

EXISTING BURIED ELECTRIC POWERBE BE PROPOSED BURIED ELECTRIC POWERBE BE

V V

PROPOSED 4" CONCRETE

(MIN. 3,000 PSI)

(BID ALTERNATE)

PROPOSED COMMERCIAL

ASPHALT DRIVEWAY

DETECTABLE

WARNING SURFACE

(RED BRICK COLOR

WHERE APPLICABLE)

PROPOSED 6" CONCRETE WITH

FIBER MESH REINFORCEMENT

(MIN 3,000 PSI)

MILL AND RESURFACE

EXISTING ASPHALT

PAVEMENT PER FDOT

DESIGN SPECIFICATIONS

HOT MIX RECLAIM EXISTING

LIMEROCK BASE. ADD

ASPHALT AND LIMEROCK AS

NEEDED PER FDOT DESIGN

SPECIFICATIONS

HOT MIX RECLAIM

EXISTING ASPHALT AND

LIMEROCK. ADD ASPHALT

PAVEMENT FDOT DESIGN

SPECIFICATIONS

PROPOSED ASPHALT PAVEMENT

AND LIMEROCK BASE PER TYPICAL

FDOT DESIGN SPECIFICATIONS

PROPOSED ASPHALT MEDIAN

OPENING/ROADWAY STUB. REGULAR

10" BASE, OMIT 1" FRICTION COURSE

TYPICAL GRASS MEDIAN

w ARGENTINE BAHIA

PROPOSED TYPE IV, OPTION 1,

CONCRETE SEPARATOR

PROPOSED 6" THICK FIBER

RE-ENFORCED CONCRETE

DRIVEWAY (MIN. 3,000 PSI)

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text or

AutoCAD SHX Text or

AutoCAD SHX Text or

SUMMARY OF PAY ITEMS06

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

SHEET 1 SHEET 2

SHEET 3 SHEET 4

SH

EE

T 5

SHE

ET

SHEET 7 SHEET 8

SHEET 9

SHEET 10

SHEET 11

SW 44th AVE

SW

th

AV

E SW 46th AVE

S W

0t h

S T

S R

BEGIN PROJECT

STA. 100+43.00

MATCH EXISTING

ASPHALT SURFACE

STA. 162+00.00

END PROJECT

STA. 168+00.00

SHEET 12

WOOD L140

75.84/ SPEED LIMIT 45MPH

G

G

G

B F O

B F O

G G

B F O

B F O

.84

SP

EE

D

LI

MI

T

MP

H

GAS 76

.35

GAS 77

.18

GAS 76

.99

S

AN

.78

S

AN

.91

S

AN

.84

S

AN

.50

S

AN

.73

S

AN

.98

S

AN

.61

S

AN

.44

.49

PE

D

XI

NG

WOOD L140

76.69/ SPEED LIMIT 45MPH

77.23/ STOP SIGN

76.42/ LEFT OR RIGHT TURN ONLY

78.38/ KEEP RIGHT

78.05

/ KEEP RIGHT

77.71/ ONE WAY

76.00/ ONE WAY

75.89/ SPEED LIMIT 45MPH

75.26/ SPEED LIMIT 45MPH

75.84/ SPEED LIMIT 45MPH

PROJECT OVERVIEW 07

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

N

1" = 500'

TYPICAL CROSS SECTIONS08

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

TH

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PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

ROADWAY KEYNOTE LEGEND .

1. EXISTING CURB AND GUTTER

2. EXISTING 4' WIDE BICYCLE LANE (REF)

3. STABILIZED SUB-GRADE (12" LBR-40)

4. LIMEROCK (10" BASE COURSE WITH PRIME COAT)

5. SP-12.5 ASPHALT (2" STRUCTURAL COURSE)

6. SP-12.5 ASPHALT (2" FRICTION COURSE)

7. SAWCUT, MILL & REPLACE 2" DEEP FOR SP-12.5 ASPHALT

(FRICTION COURSE) TO MATCH FLUSH WITH EXISTING

PAVEMENT TO GUTTER EDGE OF EXISTING CURB

8. PROPOSED TYPE "E" CURB AND GUTTER (PER FDOT

INDEX 520-001)

9. 8' WIDE TYPE IV TRAFFIC SEPARATOR, MOUNTABLE,

OPTION 1 (PER FDOT INDEX 520-020)

10. 4" THICK CONCRETE SIDEWALK (PER FDOT INDEX 522-001)

(CONTRACTOR SHALL MATCH FRONT OF NEW SIDEWALK w EXISTING BACK

OF CURB ELEVATION AND PROVIDE 2% MAX SLOPE THROUGHOUT)

11. ADJUSTED GRADE ELEVATION TO MEET BACK OF NEW SIDEWALK

(CONTRACTOR SHALL PROVIDE GRADE LEVEL RETAINING WALL

TYPE CURBING AT BACK OF NEW SIDEWALKS FOR LOCATION(S)

WHERE RIGHT-OF-WAY SHOULDER SLOPE EXCEEDS MINIMUM

REQUIRED GRADE AT LOCATIONS SHOWN ON PLAN VIEWS)

ROADWAY DESIGN SPEED = 45 MPH.

NORTHBOUND (EAST SIDE) LANES ALONG

CURVE(S) WHERE ROADWAY IS SUPER-ELEVATED:

AT THE 22' RIGHT SIDE OFFSET FROM

THE CENTERLINE OF THE RIGHT-OF-WAY:

- HOLD THE EXISTING GRADE ELEVATION AT THE

PROPOSED MEETING OF THE NEW TRAVEL LANE

- MAINTAIN THE EXISTING SLOPE ALONG THE EXISTING

PAVEMENT AND PROJECT THE EXISTING SURFACE

TOWARDS THE C/L OF THE RIGHT-OF-WAY TO THE

DESIRED ELEVATION ALONG THE NEW TRAVEL LANE

SOUTHBOUND (WEST SIDE) LANES, ALONG

CURVE(S) WHERE ROADWAY IS SUPER-ELEVATED:

AT THE 22' LEFT SIDE OFFSET FROM

THE CENTERLINE OF THE RIGHT-OF-WAY:

- HOLD THE EXISTING GRADE ELEVATION AT THE

PROPOSED MEETING OF THE NEW TRAVEL LANE

- MAINTAIN THE EXISTING SLOPE ALONG THE EXISTING

PAVEMENT AND PROJECT THE EXISTING SURFACE

TOWARDS THE C/L OF THE RIGHT-OF-WAY TO THE

DESIRED ELEVATION ALONG THE NEW TRAVEL LANE

SECTION VIEW "A"

TYPICAL EXPANDED 4-LANE ROADWAY

(STA 111+50.00 - STA 122+30.00)

and

(STA 125+65.00 - STA 161+90.00)

REFER TO PLAN VIEW FOR

LOCATIONS OF BULLNOSE OPENINGS

8' (HOLD)12'± TURN LANE

2.25' 7.75'±

10'±

0.5'

W

ES

T R /W

C/L of R/W

& BASELINE

1%

1%

EXISTING

C/L GRADE

SECTION VIEW "B"

4-LANE ROADWAY w TURN LANE

(STA 122+85.00 - STA 125+20.00)

and

(STA 140+95.00 - STA 142+08.50)

(DETAIL MIRRORED AT STA 142/144)

16' RESURFACE (TYP)

2.25'

0.5'

16' RESURFACE (TYP)

12' 4'

NEW PAVEMENT

4'

10'± 10'

RESURFACE (TYP)

12'

EXISTING

C/L GRADE

NEW LANE SHALL

MEET EXISTING

ROAD ELEVATION

NEW LANE SHALL

MEET EXISTING

ROAD ELEVATION

NEW LANE SHALL

MEET EXISTING

ROAD ELEVATION

NEW LANE SHALL

MEET EXISTING

ROAD ELEVATION

WHERE EXISTING CORRIDOR DOES NOT MAINTAIN 76', THE MEDIAN SHALL BE THE VARIABLE WIDTH

WHERE EXISTING CORRIDOR DOES NOT MAINTAIN 76', THE TURN LANE SHALL BE THE VARIABLE WIDTH

100' R I G H T o f W A Y

C/L of R/W

& BASELINE

6'

6'

2% 2%

RESURFACE (TYP)

4' 4'

12'

12'

6'6'

2% 2%

1%

EQ EQ

7.75'±

10'±

EXISTING 12'

TRAVEL LANE

EXISTING 12'

TRAVEL LANE

EXISTING 12'

TRAVEL LANE

EXISTING 12'

TRAVEL LANE

PROPOSED

MEETING

2% 2%

2%

EA

S T

R /W

W

ES

T R /W

100' R I G H T o f W A Y

EA

S T

R /W

(LIMITS of CLEARING AND GRUBBING)

(LIMITS of CLEARING AND GRUBBING)

12' TRAVEL LANE

NEW PAVEMENT

12' TRAVEL LANE

NEW PAVEMENT

12' TRAVEL LANE

NEW PAVEMENT

12' TRAVEL LANE

2%

PROPOSED

MEETING

PROPOSED

MEETING

PROPOSED

MEETING

SOUTHBOUND NORTHBOUND

SOUTHBOUND NORTHBOUND

TYPICAL DETAILS 09

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 14101

PROJECT: SW 44TH / 46TH AVE 4-LANE EXPANSION

Michael Romaine 3/3/2025 T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\KEYSRD01.dwg

R5'

R30'

R3 0'

GRASS MEDIAN

PROPOSED CURB

BASELINE

FDOT DETAIL "E"

IMAGE EXTRACTED FROM:

"FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

(INDEX #706-001, SHEET 3 OF 6)

TYPICAL FDOT

BULLNOSE DETAIL

FOR 20 FT WIDE

TRAFFIC SEPARATOR

SIGNING & MARKING LEGEND

B/C = BACK OF CURB

EOP = EDGE OF PAVEMENT

RPM = RAISER PAVEMENT MARKER

W/R = WHITE/RED RPM

Y/Y = YELLOW/YELLOW RPM

Y/R = YELLOW/RED RPM

MD/Y= MONO-DIRECTION YELLOW RPM

BLUE= BLUE RPM (HYDRANT MARKER)

SIGNING & MARKING NOTES

1. FOR TYPE "E" CURB, INSTALL RPM's

ALONG THE PAVEMENT EDGE MARKING

USING THE SAME SPACING SHOWN

2. ORIENT TRAFFIC FACES OF RPM's IN CURB

MEDIAN RADII TO BE PARALLEL TO

DIRECTION OF TRAVEL LANES

3. USE EPOXY ADHESIVE TO INSTALL RPM's

ON CONCRETE MEDIAN NOSE CURBS

4. INSTALL RPM"S ON CLEAN UNPAINTED

SURFACE. DO NOT PAINT CURB SURFACE

WHERE RPM's WILL BE PLACED

ABOVE PROVIDED FROM

"FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION"

(INDEX #706-001, SHEET 3 OF 6)

POSTED SPEED

LIMIT MPH

"Y"

FEET

30 OR LESS 10

50 OR MORE

FDOT DETAIL "J"

IMAGE EXTRACTED FROM:

"FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

(INDEX #706-001, SHEET 4 OF 6)

FDOT MULTILANE DETAIL

IMAGE EXTRACTED FROM

"FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

(INDEX #706-001, SHEET 1 OF 6)

~10'

WOOD L140

.1

WOOD L7413 WOOD L6614

.4

/6

WOOD NO IDWOOD L7391

.8

S D

18"

24"

S A N

SAN SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS

SSSSSS

SS

SS

S S

S S

S S

S S

S S

S S

S S

SS

SS

SS

SS SS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SSSSSSSSSSSSSSSS

S A N

S A N

SAN

S S

S S

S S

S S

S S

S S

S S

S S

G G

G G

G G

G

G G G G G G G G G G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G G

G

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

G G

G G

G G

G G

G G

G G

G G

G G

G G

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

B F O

GAS

.3

GAS

.1

GAS

.9

S

AN

.7

S

AN

.9

S

AN

.8

S

AN

.5

S

AN

.7

S

AN

.4

S A N

S A N

S A N

.4

P E D X

IN

G

WOOD L140

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

/6

.9

76.69

/ SPEED LIMIT 45MPH

77.23

/ STOP SIGN

76.42

/ LEFT OR RIGHT TURN ONLY

78.38

/ KEEP RIGHT

78.05

/ KEEP RIGHT

77.71

/ ONE WAY

78.34

FD COOBM SW20-3

18"

24"

153.05

FD COOCP

154.09

FD 5/8

153.41

FD 5/8

153.55

FD 5/8

153.17

FD 5/8

S D

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

S T S

STS STS STS STS STS

S S

S S

S S

S S

S S

S S

S S

S S

SW 44th AVE

S W

0t h

S T

S W

0t h

S T

BEGIN PI

WEST SIDE

100+42.50

88.00 LT.

BEGIN PI

EAST SIDE

100+43.00

88.00 RT.

EXISTING TRAFFIC

SEPARATOR TO

REMAIN UNDISTURBED

EXISTING GRASS MEDIAN

w TYPE "E" CURB & GUTTER

TO REMAIN UNDISTURBED

STM MH -___

RIM = 77.27

INV E. = __.__(__" RCP)

INV W. = __.__(__" RCP)

SS MH ___

RIM = 77.44

INV N. = __.__ (__" PVC)

INV E. = __.__ (__" PVC)

INV S. = __.__ (__" PVC)

INV W. = __.__ (__" PVC)

SS MH ___

RIM = 76.73

INV N. = __.__ (__" PVC)

INV S. = __.__ (__" PVC)

SS MH ___

RIM = 77.92

INV N. = __.__ (__" PVC)

INV S. = __.__ (__" PVC)

SS MH ___

RIM = 77.50

INV E. = __.__ (__" PVC)

INV W. = __.__ (__" PVC)

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

THE CONTRACTOR SHALL EXAMINE

THE CONDITION OF EXISTING TYPE

"E" CURB AND GUTTER, AND REPORT

ANY DEFECTS TO ENGINEER OF RECORD

SS MH ___

RIM = 76.83

INV N. = __.__ (__" PVC)

INV S. = __.__ (__" PVC)

SS MH CO-01

RIM = 76.31

INV E. = __.__ (__" PVC)

NEW 6' WIDE SIDEWALK TO MATCH

EXISTING ELEV FOR FLUSH TRANSITION

100+85.50

46.50 LT.

SW

44th

CT

NEW 6' WIDE SIDEWALK

w 2% SLOPE

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

FMV MH ___

RIM = 76.84

INV E. = __.__ (__" PVC)

INV W. = __.__ (__" PVC)

FMV MH ___

RIM = 76.91

INV N. = __.__ (__" PVC)

INV S. = __.__ (__" PVC)

FMV MH ___

RIM = 76.78

INV E. = __.__ (__" PVC)

INV W. = __.__ (__" PVC)

EDGE of 2" DEEP MILL AND OVERLAY w 2" THK

SP-12.5 ASPHALT

NEW 6' WIDE SIDEWALK TO MATCH

EXISTING FOR FLUSH TRANSITION

100+86.00

47.00 RT.

GAS MH -___

RIM = 77.50

INV E. = __.__(__" iron) INV S. = __.__(__" iron) INV W. = __.__(__" iron)

GAS MH -___

RIM = 76.99

INV N. = __.__(__" iron) INV S. = __.__(__" iron) INV W. = __.__(__" iron)

GAS MH -___

RIM = 76.35

INV N. = __.__(__" iron) INV S. = __.__(__" iron)

GV-02

GV-01

GV-03

S A N

SAN SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS

SSSSSS

SS

SS

S S

S S

S S

S S

S S

S S

S S

SS

SS

SS

SS SS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SSSSSSSSSSSSSSSS

S A N

S A N

SAN

S A N

S A N

S A N hydrant

STM INLET -___

RIM = 76.17

INV N. = 69.87(24" RCP)

INV E. = 70.29(18" RCP)

STM INLET -___

RIM = 76.18

INV W. = 70.74(18" RCP)

S-103

FMV-03

FMV-01

FMV-02

S-101

S-06

S-07

R

BEGIN PROJECT

STA. 100+43.00

INTERSECTION IMPROVEMENTS AT

SW 44th AVENUE & SW 20th STREET

UNDER SEPARATE CONTRACT

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

S-05

S-08

S-09

WATER

.5

WATER

.1

WATER

.1

W W

W W

W

WWWWWWW

W

W W

W W

W W

W W

W

W W W W W W W W W W W W W W W W W W W

WATER

.1

B eg

S

TA

0+

.0

PI STA. 102+96.82

101 102 103 104 105

M

AT

C H

LI

N E S

TA

4+

.0

ROADWAY PLAN

(01 OF 12)

N

1" = 40'

Michael Romaine

T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\MODLRD01.dwg

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 14101

PROJECT NAME: SW 44TH / 46TH AVE 4-LANE EXPANSION

3/3/2025

WOOD NO ID

SAN SSSS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SAN

G G

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

7.

00 151.07

FD 5/8

S T S

S T S

STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STS STS

SS MH -201

RIM = 72.96

INV N. = 63.40 (12" PVC)

SW 44th AVE

EXISTING GRASS MEDIAN

w TYPE "E" CURB & GUTTER

TO REMAIN UNDISTURBED

SS MH - (39)

RIM = 75.42

INV N. = __.__ (12" PVC)

INV S. = __.__ (12" PVC)

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

THE CONTRACTOR SHALL EXAMINE

THE CONDITION OF EXISTING TYPE

"E" CURB AND GUTTER, AND REPORT

ANY DEFECTS TO ENGINEER OF RECORD

asphalt driveway asphalt driveway

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

NEW CR-G LINEAR SIDEWALK RAMP

(TYP EACH SIDE OF DRIVEWAY)

EXTEND MILL & OVERLAY

TO RIGHT-OF WAY FOR

FLUSH TRANSITION

NEW CR-G LINEAR SIDEWALK RAMP

(TYP EACH SIDE OF DRIVEWAY)

EXTEND MILL & OVERLAY

TO RIGHT-OF WAY FOR

FLUSH TRANSITION

RESTORE CONCRETE SWALE

TO MAINTAIN PROPER DRAINAGE

(TYP EACH SIDE OF DRIVEWAY)

RESTORE CONCRETE SWALE

TO MAINTAIN PROPER DRAINAGE

(TYP EACH SIDE OF DRIVEWAY)

SAN SSSS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SAN

hydrant

STM INLET -___

RIM = 74.81

INV W. = 69.06(18" RCP)

STM INLET -___

RIM = 74.87

INV N. = 68.22(24" RCP)

INV E. = 68.86(18" RCP)

INV S. = 68.22(24" RCP)

S-10

S-13 R

' R 50' R

' R

50'

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

S-11

S-12

W W W W W W W W W W W W W W W W W W W W W W W W W W W W

BEGIN NEW GRAVITY WALL

AT BACK OF SIDEWALK

108+90.50

46.75 RT.

BEGIN NEW 8" WIDE

TYPE "D" CURB RETAINING

WALL AT BACK OF SIDEWALK

108+90.50

46.00 LT.

105 106 107 108 109 110

M

AT

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LI

N E S

TA

4+

.0

ROADWAY PLAN

(02 OF 12)

N

1" = 40'

Michael Romaine

T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\MODLRD01.dwg

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 14101

PROJECT NAME: SW 44TH / 46TH AVE 4-LANE EXPANSION

S D

K6610

L2608

OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE

OE

OE

OE

OE

O E

O E

O E

O E

O E

O E

O E

O E

SAN

SAN

SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S

S S

S S

S S

S S

S S

SS SS SS SS SS SS SS SS SS SS

SS

SS

S S

OE OE OE

.6

14 12" 14" 10" 9" 13" 16" 10" 15" 16" 14"140.98

FD 1/2

S D

S D

STS

STS

S T S

S T S

STS STS STS STS STS STS STS STS STS STS STS STS

S T S

S T S

STS STS STS STS STS STS STS STS

S T S

STM INLET -351

RIM = 65.60

INV W. = 61.48 (18" RCP)

STM MH -355

STA +62.25, 6.00 RT

CONVERT EXISTING TOP

TO TYPE "5" INLET TOP

NEW TOP GRATE = 65.69

INV N. = 59.58 (24" RCP)

INV E. = 61.29 (18" RCP)

INV S. = 60.91 (24" RCP)

INV W. = 60.90 (18" RCP)

STM INLET -367

RIM = 64.92

INV E. = 61.09 (18" RCP)

STM INLET -602

RIM = 63.71

INV N. = 58.24 (36" RCP)

INV E. = 58.35 (24" RCP)

STM DITCH INLET -616

STA +83.00, 6.25 RT

CONVERT EXISTING TOP

TO TYPE "6" INLET TOP

NEW TOP GRATE = 63.70

INV S. = 58.80 (24" RCP)

INV W. = 58.69 (18" RCP)

STM INLET -202

RIM = 70.63

INV E. = 65.97 (24" RCP)

INV S. = 65.97 (24" RCP)

STM INLET -204

RIM = 70.98

INV W. = 66.97 (18" RCP)

SS MH 06083

RIM = 76.76

INV S. = 51.54 (12" PVC)

INV N. = 51.42 (12" PVC)

INV E. = __.__ (12" PVC)

SS MH -200

RIM = 76.90

INV W. = 53.90 (12" PVC)

SS MH 06084

RIM = 63.52

INV S. = 50.81 (12" PVC)

INV N. = 50.72 (12" PVC)

SW 44th AVE

STM MH -203

RIM = 72.22

INV N. = 65.86 (24" RCP)

INV E. = 65.97 (18" RCP)

INV W. = 65.84 (24" RCP)

BEGIN REGRADE

AND RESOD MEDIAN

111+50.00

0.00 RT.

BEGIN NEW

LANE TAPER

111+50.00

9.75 RT.

BEGIN NEW

LANE TAPER

114+18.50

9.00 LT.

28' 20.5'

28'

PIN w REBAR AND MATCH

SURFACE OF EXISTING

CURB & GUTTER w NEW

TYPE "E" CURB & GUTTER

PIN w REBAR AND MATCH

SURFACE OF EXISTING

CURB & GUTTER w NEW

TYPE "E" CURB & GUTTER

SAWCUT AND MATCH

EXISTING PAVEMENT

ELEVATION (TYP)

REFER TO

SECTION VIEW "A"

TYPICAL ROADWAY

28.1' 20.2'

27.9'

EXISTING

ROADWAY

CONDITIONS

PROVIDED FOR

REFERENCE

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

2" DEEP MILL AND

OVERLAY w 2" THICK

SP-12.5 ASPHALT

SS MH CO-02

RIM = 65.67

INV W. = __.__ (__" PVC)

NEW MEDIAN

REFERENCE

ID No. (TYP)

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

NEW 6' WIDE

SIDEWALK

w 2% SLOPE

SAN

SAN

SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S

S S

S S

S S

S S

S S

SS SS SS SS SS SS SS SS SS SS

SS

SS

S S

S-18

S-17

S-24

113+35.00

399.94 RT.

M-1

S-14

S-15

S-16

S-21

S-19 S-23

S-22

WATER

.1

W W W W W W W W W W W W

W W

W W

WW W W W W W W W W

END NEW GRAVITY WALL

AND BEGIN NEW 8" WIDE

TYPE "D" CURB AT

BACK OF SIDEWALK

113+50.00

46.75 RT.

END NEW 8" WIDE TYPE "D" CURB

AND BEGIN NEW GRAVITY

WALL AT BACK OF SIDEWALK

113+50.00

46.00 LT.

END NEW 8" WIDE TYPE

"D" CURB RETAINING WALL

AT BACK OF SIDEWALK

114+80.00

46.75 RT.

PC STA. 112+98.50

PCC STA. 113+84.57

PCC STA. 114+70.62

PCC STA. 115+74.86

hydrant

S-20

EL 65.63

EL 63.70

EL 64.11

EL 64.10

EL 66.82

EL 66.59

EL 66.30

EL 66.09

EL 66.06

EL 65.31

EL 65.02

EL 64.49

EL 64.89

EL 64.72

EL 64.05

EL 63.75

EL 64.17

EL 64.10

EL 64.14

EL 64.17

EL 63.95

EL 63.61

EL 68.80

EL 68.65

EL 68.36

EL 67.97

EL 68.10

113 114 115

EL 67.39

EL 68.15EL 68.64

EL 65.59

EL 65.76

M

AT

C H

LI

N E S

TA

0+

.0

M

ATC

H

LIN

E S

TA. - 116+48.00

ROADWAY PLAN

(03 OF 12)

N

1" = 40'

Michael Romaine

T:\_sd-ENG-Engineering-Department-Common\Interdisicplinary Projects\2014\14101 - SW 44th Avenue Lane Expansion - Phase 3\14101011102\Roadway\MODLRD01.dwg

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 14101

.7

24"

L5551

OE

OE

OE

OE

OE

OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE

OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

LIFT

STATION

No 1425

SAN

SAN

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S S

S S

S S

S S

S S

S S

S S

S S

14" 14"

16" 12" 16" 16"

12…