ITB_CIP250303_Signalization_of_SW_NW_46th_Avenue_at_SR_40_-_Exhibit_D_–_Pavement_Expansion_Plan_Set.pdf

GOVERNING DOCUMENTS

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

(2023)

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 2024 Version)

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE

COCOA

ORLANDO

BARTOW

ST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLO

RIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

BEE LINE

EXPRESSWAY

BRADENTON

SARASOTA

VENICE

CAPE CORAL

CEDAR KEY

KEY LARGO

EVERGLADES

NATIONAL

PARK

LAKE

OKEECHOBEE

PROJECT LOCATION

OCALA, MARION COUNTY, FL

100% PLANS

SW/NW 46th Ave At SR 40 Pavement Expansion

CONTRACT PLANS

PROJECT ID: ENGCIP23-0015

Contract No. CIP/250303

(BID PLANS)

CITY ENGINEER'S OFFICE

TRANSPORTATION ENGINEERING

1805 NE 30th AVENUE, BLDG 300

OCALA, FLORIDA 34470-4877

POSTED SPEED LIMIT

SW/NW 46th AVE = 35 MPH

SR 40 = 50 MPH

KEY SHEET

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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UTILITY COMPANIES

UTILITY COMPANY NAME CONTACT PHONE No EMERGENCY

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

CITY OF OCALA ELECTRIC UTILITY DONNIE FALES (352) 351-6620 (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

CENTURYLINK of OCALA JOHN PLAMONDON (352) 368-8817 (352) 425-4444

COX COMMUNICATIONS of MARION CRAIG SANDERS (352) 873-5631 (888) 269-9693

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

PROJECT

LOCATION

N Ending of Project

STA STA. 169+33.84 Mile Post

Beginning of Project

STA. 162+40.35

INDEX OF SHEETS

SHEET No SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 GENERAL NOTES

4 ENVIRONMENTAL NOTES

5 ABBREVIATIONS & LEGENDS

6 SUMMARY OF PAY ITEMS

7 TYPICAL DETAILS

8 to 9 ROADWAY PLAN & PROFILE

10 to 11 BORING - 46th AVE (PLAN/PROFILE)

12 to 14 SIGNING & PAVEMENT MARKING

S01 SURVEY CONTROL POINTS

S02 to S03 TOPOGRAPHIC SURVEY

SIGNATURE SHEET

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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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

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

CITY OF OCALA

CITY ENGINEER'S OFFICE

CHIEF LAND SURVEYOR

1805 NE 30TH AVE., BLDG. 700a

OCALA, FLORIDA 34470

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.

THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PLAN SHEET INDEX

S01 - SURVEY CONTROL POINTS TABLE

S02 to S03 - EXISTING TOPO

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED & SEALED, AND THE SIGNATURE

MUST BE VERIFIED ON ELECTRONIC COPIES

PROFESIONAL ENG

IN

EE

R

STATE OF

No. 69534

NO

EL

JOHN COOPER

FLORIDA

LICENSE R

Kel ly Roberts

STATE OF

FLORIDA

Li ce nse Number

P ro f essional Surveyor a nd

M ap p e r

SHEET INDEX

1 - KEY SHEET

2 - SIGNATURE SHEET

3 - GENERAL NOTES

4 - ENVIRONMENTAL NOTES

5 - ABBREVIATIONS & LEGENDS

6 - SUMMARY OF PAY ITEMS

7 - TYPICAL DETAILS

8 to 9 - ROADWAY PLAN & PROFILE 12 to 14 - SIGNING & PAVEMENT MARKING

S01 - SURVEY CONTROL

S02 to S03 - TOPOGRAPHIC SURVEY

GENERAL NOTES (1)

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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GENERAL NOTES:

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

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. ALL UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE RECORDS. HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR LOCATIONS AND CONDITIONS FROM THE UTILITY AGENCIES PRIOR TO STARTING THE PROPOSED CONSTRUCTION ACTIVITIES.

5. 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. IN PARTICULAR, ALL UTILITY CONFLICTS SHALL BE RESOLVED PRIOR TO THE SETTING OF OR PLACING OF ANY SUB-GRADE AND/OR BURIED ITEMS. SHOULD THE CONTRACTOR ENCOUNTER ANY UNIDENTIFIED UTILITIES DURING CONSTRUCTION ACTIVITIES, WORK IN THE AREA SHALL CEASE AND THE CITY TRANSPORTATION ENGINEER, NOEL J COOPER, P.E. (AT 352-351-6708) SHALL BE IMMEDIATELY NOTIFIED SO THAT REMEDIAL ACTION CAN BE TAKEN .

6. 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.

7. 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.

8. 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.

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

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

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

12. 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.

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

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

15. 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.

16. 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 .

17. 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.

18. 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 .

19. UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL MAINTAIN 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.

20. 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.

21. 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.

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

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

24. 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.

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 NATIONAL GEODETIC VERTICAL DATUM OF 1929 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 2009 PLANIMETRIC DRAWINGS PREPARED BY AERIAL CARTOGRAPHICS, INC. WITH AERIAL PHOTOGRAPHY DATES OF 3/29/09 AND 3/30/09. 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

ENVIRONMENTAL NOTES

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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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.

PROCEDURE FOR

ATTACHING TWO SILT FENCES

TYPICAL SILT FENCE DETAILS

A

CURB INLET SEDIMENT BARRIER

SECTION A-A

PLAN VIEW

PLAN VIEW

A

AutoCAD SHX Text

BACKFILLED TRENCH

AutoCAD SHX Text

SPACING OF POSTS TO BE 6'-10' APART

AutoCAD SHX Text 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)

AutoCAD SHX Text

APPROXIMATELY 4" BY 4" TRENCH

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RUN OFF

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WOOD OR STEEL POST

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FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR USE THE WIRE MESH

AutoCAD SHX Text APPROXIMATELY 8" FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED w COMPACTED BACKFILL MATERIAL

AutoCAD SHX Text

DRIVE BOTH POSTS ABOUT 18" INTO THE GROUND AND BURY FLAP

AutoCAD SHX Text ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL

AutoCAD SHX Text

PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE

AutoCAD SHX Text

DIRECTION OF RUN OFF WATER

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SIDEWALK

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CURB INLET

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SPILLWAY

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POND HEIGHT

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CATCH BASIN

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BACK OF CURB

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GRAVEL FILLED SANDBAGS ARE ARE STACKED TIGHTLY

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BACK OF SIDEWALK

AutoCAD SHX Text PROCEDURE NOTES 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET 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 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 LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.

AutoCAD SHX Text

SPILLWAY

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CURB INLET

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CATCH BASIN

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BACK OF CURB

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BURLAP SACKS TO OVERLAP ONTO CURB

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GRAVEL FILLED SANDBAGS ARE STACKED TIGHTLY

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RUNOFF

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RUNOFF

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BACK OF SIDEWALK

AutoCAD SHX Text CURB AND GUTTER SEDIMENT BARRIER 1. PLACE GRAVEL FILLED BURLAP BAGS ON GENTLY SLOPING STREET 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 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 WHEN STACKING SEVERAL BAGS HIGH, LEAVE A ONE BAG GAP TO PROVIDE AN OVERFLOW SPILLWAY. 4. SEDIMENTS MUST BE REMOVED AFTER EACH RAIN EVENT. SEDIMENTS MUST BE REMOVED AFTER EACH RAIN EVENT. MAINTENANCE 1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND 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 . SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS TO OF THE DESIGN DEPTH OF 12 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 STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.

AutoCAD SHX Text

SPILLWAY

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CURB INLET

AutoCAD SHX Text

CATCH BASIN

ABBREVIATIONS & LEGENDS

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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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:

DETECTABLE WARNING

SURFACE (RED BRICK

COLOR WHERE APPLICABLE)

MILL AND RESURFACE

EXISTING ASPHALT

PAVEMENT PER FDOT

DESIGN SPECIFICATIONS

PROPOSED ASPHALT PAVEMENT

AND LIMEROCK BASE PER TYPICAL

FDOT DESIGN SPECIFICATIONS

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

TYPICAL GRASS MEDIAN

w ARGENTINE BAHIA PROPOSED TYPE IV, OPTION 1, CONCRETE SEPARATOR

PALM TREE

OAK TREE

OTHER TREE (NOT ALL INCLUSIVE)

EDS-(00) EXISTING DRAINAGE 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 - October 2018

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

18" HDPE

EXISTING STORM WATER w PIPE SIZE

& TYPE (HIGH DENSITY

POLYETHYLENE)

18" HDPE PROPOSED STORM WATER w PIPE SIZE

& TYPE (HIGH DENSITY POLYETHYLENE)

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text or

AutoCAD SHX Text or or

SUMMARY OF PAY ITEMS

12/18/24

Revised 2'-4' Quantities

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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Gary Anson 1/27/2025 T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Roadway\KEYSRD01.dwg

1/6/25 Revised Quantities (6" Sol. White, 6" Sol. Yellow, RPMs, & Pavement Marking Removal)

1" (SP-9.5) FRICTION COURSE

3" (SP-12.5) STRUCTURAL COURSE

PRIME COAT

10" LIMEROCK BASE COURSE

12" STABILIZED SUBGRADE TYPE "B" L.B.R. 40 MIN

UNDERCUT (WHERE REQUIRED)

TYPE

"E"

CURB

TYPE

"E"

CURB

2% 1%

TRAVEL LANETRAVEL LANE

C/L R/W P.C.

+0.37 +0.29

P.G. 0.00 +0.24

TRAVEL LANE

+0.24+0.34+0.365P.G. 0.00 +0.27

TYPE "I" CONCRETE

TRAFFIC SEPARATOR

OPTION "I"

(PER FDOT SPI

520-020)

1" (SP-9.5) FRICTION COURSE

3" STRUCTURAL COURSE

PRIME COAT

10" LIMEROCK BASE COURSE

12" STABILIZED SUBGRADE TYPE "B" L.B.R. 40 MIN

TURN LANE

1% 2%

TRAVEL LANE

BIKE

LANETRAVEL LANE

BIKE

LANE

TRAVEL LANE TRAVEL LANETRAVEL LANE

BIKE

LANE

BIKE

LANE

2%2% 2% 1%

SAWCUT MATCH EXISTING GRADESAWCUT MATCH EXISTING GRADE

SAWCUT MATCH EXISTING GRADE SAWCUT MATCH EXISTING GRADE

P.G. 0.00

P.G. 0.00 +0.24

C/L

C/L

TYPICAL ROAD SECTION FOR 100' MIN.

RIGHT-OF-WAY WITH LEFT TURN LANE (N.T.S.)

(STA. 165+31.07 - STA. 168+25.19)

TYPICAL ROAD SECTION FOR 100' MIN.

RIGHT-OF-WAY WITH 20' GRASS MEDIAN WITH CURB (N.T.S.)

(STA. 162+40.35 - STA. 165+31.07)

(EXISTING)(PROPOSED)(PROPOSED)(EXISTING)

(EXISTING) (EXISTING) (EXISTING) (EXISTING)(PROPOSED) (PROPOSED)(EXISTING)

(EXISTING)(EXISTING)

Gary Anson

TYPICAL DETAILS

T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Roadway\Project 2.dwg

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 PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

1/7/2025

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SCALE BAR: 1" = 10"

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B N K T

OS

.6

AP

.3

GN

D P

AV

T

.0

AP

.8

C G

.3

C

GF

.3

GN

D G

S

.1

GN

D G

S

.0

F N C

P I

.0

F N C

B

GN

S D

.2

M H D

.0

F N C

P

OL

.2

AP

B

C

.2

AP

O

C

.2

AP

E

C

.2

AP

.9

AP

B

C

.8

AP

O

C

.7

AP

E

C

.1

GN

D G

B

.6

GN

D G

B

.1

B N K T

OS

.1

B N K T

OS

.1

B N K T

OS

.7

B N K T

OS

.6

B N K T

OS

.5

B N K T

OS

.9

B N K T

OB

.9

B N K T

OB

.9

B N K T

OB

.4

B N K T

OB

.3

B N K T

OB

.2

B N K T

OB

.1

B N K T

OB

.0

B N K T

OB

.9

B N K T

OB

.5

B N K T

OB

.4

B N K T

OB

.3

B N K T

OB

.2

F N C

P

OL

.4

GN

D G

S

.9

GN

D G

S

.9

C

GF

.4

C G

.6

AP

.9

GN

D P

AV

T

.9

B N K T

OB

.9

B N K T

OS

.9

AP

.7

GN

D P

AV

T

.5

AP

.4

C G

.9

C

GF

.9

GN

D G

S

.8

GN

D G

S

.4

B N K T

OB

.3

B N K T

OB

.1

B N K T

OB

.0

B N K T

OB

.1

GN

D G

S

.3

GN

D G

S

.4

C

GF

.9

C G

.0

AP

.3

AP

E

C

.5

AP

.5

B N K T

OS

.2

B N K T

OB

.2

B N K T

OB

.5

B N K T

OS

.7

AP

.6

GN

D P

AV

T

.3

GN

D P

AV

T

.0

AP

.9

C G

.0

C

GF

.4

D W Y

C

ON

C D

W

C

GF

.9

D W Y

C

ON

C D

.7

C C R O

C

.0

C C R O

C

.4

D W Y

C

ON

C

.1

D W Y

C

ON

C

.1

GN

D

M

TL

G T

.1

GN

D

M

TL

G T

.9

GN

D

M

TL

G T

.8

F N C

GT

.7

F N C

GT

.6

F N C

B

GN

.6

F N C

P I

.3

F N C

P

OL

.3

F N C

P

OL

.2

GN

D G

S

.2

GN

D G

S

.0

GN

D G

S

.8

GN

D G

S

.7

GN

D G

S

.7

GN

D G

S

.7

C

GF

.3

C G

.4

AP

.7

GN

D P

AV

T

.0

GN

D G

B

.3

AP

.2

B N K T

OS

.7

B N K T

OB

.6

B N K T

OB

.0

B N K T

OS

.0

AP

.7

GN

D P

AV

T

.5

AP

.3

C G

.8

C

GF

.0

GN

D G

S

.7

GN

D G

S

.7

B N K T

OB

.6

GN

D G

S

.3

TR

E E

OA

.4

TR

E E

OA

.0

TR

E E

OA

8 71 .4

TR

E E

OA

.8

GN

D G

S

.0

B N K T

OB

.2

GN

D G

S

.4

GN

D G

S

.3

C

GF

.8

C G

.9

AP

.2

GN

D P

AV

T

.4

AP

.4

B N K T

OS

.0

B N K T

OB

.0

B N K T

OB

.5

B N K T

OS

.6

AP

.4

GN

D G

B

.2

GN

D P

AV

T

.9

AP

.8

C G

.2

C

GF

.1

GN

D G

S

.2

GN

D G

S

.2

F N C

P

OL

.2

F N C

P

OL

.2

GN

D G

S

.6

GN

D G

S

.6

C

GF

.1

C G

.3

AP

.6

GN

D P

AV

T

.8

GN

D G

B

.0

AP

.9

B N K T

OS

.5

B N K T

OB

.4

B N K T

OB

.9

B N K T

OS

.9

AP

.6

GN

D P

AV

T

.4

AP

.2

C G

.3

C C R O

C

.8

C

GF 69

.7

D W Y

C

ON

C

C

GF

.5

D W Y

C

ON

C P

I

.0

D W Y

C

ON

C P

C D

W

.8

GN

D G

S

.6

GN

D G

S

.1

B N K T

OB

.4

GN

D G

S

162 163 164 165 166 167

.7

C

IR

C F

D

/8

.0

C

IR

C F

D

/8

.5

C

IR

C F

D

/2

W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)

W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)

W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A)

S L-

S A

S A

S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A)S(A) grass median pavement pavement conc.

apron conc.

apron asph.

driveway stm inlet -4841 rim = 72.29 inv. s. = 63.60 (24" rcp) inv. n. = 63.76 (24" rcp) stm inlet -5048 rim = 68.81 inv. s. = 64.40 (24" rcp) inv. w. = 64.55 (18" rcp) inv. e. = 61.97 (18" rcp) ss MH06100 rim = 74.12 inv. s. = 67.81 (12" pvc) inv. n. = 67.91 (8" pvc) inv. e. = 67.93 (8" pvc stub)

SW 46th Ave

SW 46TH AVENUE

717171

EDS-15

24" PIPE 24" PIPE

BEGIN PAVEMENT WIDTH

EXPANSION & PAVEMENT

MEDIAN BULL NOSE WITH E CURB

+40.35

0.05 RT.

+31.07

1.41 LT.

+76.19

9.79 RT.

6'

.6

+60.57

10.25 LT.

BEGIN PROJECT

STA. 162+40.35

73.90

74.99

73.85 73.78

74.21

74.25

74.09 73.36

73.83

73.92

73.38

72.45

72.98

73.10

72.52 71.34

72.17

71.89

71.39

74.86

74.36

74.33

SAWCUT AND MATCH

EXISTING PAVEMENT

AND PROJECT NEW

PAVEMENT 2%

TOWARDS THE C/L R/W

SAWCUT AND

MATCH EXISTING

PAVEMENT

BOUNDARY FOR GRADE

CHANGE FROM 2% TO

1% CROSS SLOPE

C/L R/W

ALIGNMENT

BEGIN 1.5" MILL AND

RESURFACING SP-9.5

END TYPE E CURB &

GRASS MEDIAN

CONSTRUCTION.

BEGIN TRAFFIC

SEPARATOR

CONSTRUCTION.

EL 71.16

EL 72.30

EL 72.16

EL 73.31

EL 73.22EL 74.16

EL 74.07

EL 74.45

EL 74.49

EL 74.60

EL 74.57 1%

S

LO

P E

2% S

LO

P E

2% S

LO

P E

2% S

LO

P E

162 163 164 165 166 167

M

AT

C H

LI

N E S

TA

6+

.0

S(A) S(A)

24" PIPE

24" PIPE

EDS-15

PROPOSED PROFILE

GRADE ON LEFT SIDE

22' OFF ALIGNMENT

NEAR EDGE OF

PAVEMENT

EXISTING PROFILE

GRADE ON C/L R/W

ALIGNMENT

EXISTING PROFILE

GRADE ON RIGHT SIDE

22' OF ALIGNMENT NEAR

EDGE OF PAVEMENT

ss MH06100 rim = 74.12 inv. s. = 67.81 (12" pvc) inv. n. = 67.91 (8" pvc) inv. e. = 67.93 (8" pvc stub)

S(A) S(A)

Profile Data

.9

P

.4

.0

P

.3

.0

P

.3

.0

P

.1

.0

P

.2

.1

P

.2

.0

P

.1

.9

P

.0

.7

P

.9

.5

P

.7

.4

P

.5

.2

P

.3

.9

P

.0

.6

P

.9

.2

P

.9

.0

P

.6

.9

P

.3

.7

P

.1

.4

P

.8

.1

P

.6

.9

P

.4

.7

P

.2

.4

163+00 164+00 165+00 166+00

N

1" = 40'

Gary Anson

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

PREPARED BY PROJECT NO. 24111

1/27/2025 1:33:54 PM T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Roadway\DSGNRD01.dwg

ROADWAY PLAN & PROFILE (1)

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER 69534

STATE OF FLORIDA, DATE:

VALID ONLY WITH EMBOSSED SEAL.

.4

C

IR

C S

E T

C

OO

C P

.4

TR

E E

OA

.2

F N C

P

OL

.2

GN

D G

S

.6

GN

D G

S

.6

C

GF

.1

C G

.3

AP

.6

GN

D P

AV

T

.8

GN

D G

B

.0

AP

.9

B N K T

OS

.5

B N K T

OB

.4

B N K T

OB

.9

B N K T

OS

.9

AP

.6

GN

D P

AV

T

.4

AP

.2

C G

.3

C C R O

C

.8

C

GF 69

.7

D W Y

C

ON

C

C

GF

.5

D W Y

C

ON

C P

I

.0

D W Y

C

ON

C P

C D

W

.8

GN

D G

S

.6

GN

D G

S

.1

B N K T

OB

.4

GN

D G

S

.0

D W Y

C

ON

C P

C D

W

.3

D W Y

C

ON

C P

C D

W

.0

C C R O

C

.3

C

GF

.5

B N K T

OS

.6

AP

P

I

.8

AP

P

I

.3

C S L

P I

.3

C S L

P I

.2

C S L

P I

.3

C S L

P I

.3

GR

T

.8

GR

T

.9

GR

T

.4

GR

T

.8

C G 68

.4

C G

TH

R

OA

T

.3

C G

TH

R

OA

T

.4

C G

TH

R

OA

T

.8

C G

.8

U D B X S

P

OT

E

LE

V I N

LE

T

.8

GN

D G

S

.6

B N K T

OB

.6

GN

D G

S

.5

GN

D G

S

.2

GN

D P

AV

T

.5

GN

D G

B

.9

AP

.4

B N K T

OB

.3

B N K T

OB

.7

B N K T

OS

.7

AP

.5

GN

D G

B

.2

GN

D P

AV

T

.8

AP

.7

C G

.3

C G

TH

R

OA

T

.3

C G

TH

R

OA

T

.3

C G

TH

R

OA

T

.6

C G

.8

GR

T

.3

GR

T

.3

GR

T

.7

GR

T

.2

C S L

P I

.2

C S L

P I

.1

C S L

P I

.1

C S L

P I

.8

U D B X S

P

OT

E

LE

V I N

LE

T

.1

GN

D G

S

.1

GN

D G

S

.4

GN

D G

S

.5

F N C

P

OL

.3

S S S M

TL

B

IK

E L

AN

E

.0

GN

D E

N D B

IK

E L

N

.2

S S S M

TL

S

TO

P S

TR

E E T

.2

F N C

E N D

.8

AP

B

C

.7

AP

O

C

.5

AP

O

C

.5

AP

P

I

.6

AP

P

I

.5

AP68

.3

C G

.4

C G

.5

C G

.6

C G

.7

C G

.2

C

GF

B C

.2

C

GF

P I

.2

C

GF

B C

.1

C

GF

O C

.9

C

GF

E N D

.6

C C R O

C

.9

C

GF

O C

.9

C

GF

O C

P I

.8

C

GF

E C

.9

S W K P

I

.7

S W K P

OL

.8

S W K B P

OL

S

W K B

.0

S W K B P

C

.0

S W K B P

OC

S

W B K

.9

S W K B P

OC

S

W B K

.9

S W K B P

C

.7

S W K B P

OC

S

W B K

.7

S W K B P

.6

S W K B P

I S W K B

.8

GN

D G

S

.9

GN

D G

S

.8

GN

D G

S

.1

GN

D G

S

.3

GN

D G

S

.1

GN

D G

S

.1

GN

D G

S

.4

GN

D G

S

.1

GN

D G

S

.1

GN

D G

S

.9

GN

D G

S

.8

GA

S C

.7

GA

S C

WATER

.0

V C W

.1

GN

D P

AV

T

.4

GN

D G

B

.4

AP

.7

GN

D G

B

.3

GN

D G

B

.7

GN

D G

B

.5

AP

B

C

.7

AP

O

C

.9

AP

P

C C A

P

.0

AP

B

C

.9

AP

E

C

.5

B N K T

OS

.0

B N K T

OS

.7

B N K T

OS

.7

B N K T

OS

.6

B N K T

OS

.2

B N K T

OB

.0

B N K T

OB

.8

B N K T

OB

.7

B N K T

OB

.0

B N K T

OB

.0

AP

.9

GN

D G

B

.3

GN

D G

B

.2

GN

D G

B

.0

GN

D G

B

.4

S S S M

TL

B

IK

E L

AN

E

GAS

.3

V B G

.3

GN

D G

AS

P

OS

T

.3

GN

D F

OC

P

OS

T

.0

F H

WATER

.5

V C W

.6

GN

D B

IK

E L

N B

GN

.5

AP

B

C

.5

AP

O

C

.8

AP

O

C

.3

AP

O

C

.6

AP

O

C

.8

AP

E

C

.4

C G 69

.5

C G

.8

C G

.3

C G

.5

C G

.6

C G

.3

C G

TH

R

OA

T

.8

C

GF

B C

.9

C

GF

O C

.2

C

GF

O C

.8

C

GF

E C

.3

C

GF

E N D

S W K B P

OL

.3

C G

.6

C G

.5

C C R O

C

.2

C

GF

E C

.1

GN

D G

S

.7

GN

D G

S

.0

GN

D G

S

.9

GN

D G

S

.7

B N K T

OB

.9

B N K T

OB

.3

B N K T

OB

.8

B N K T

OB

.2

GN

D G

S

.0

GN

D G

S

.3

C

IR

C S

E T

C

OO

C P

.2

C

IR

C F

D

/8

.1

C

IR

C F

D

/4

.5

C

IR

C F

D

/2

.4

C

IR

C F

D

/2

.0

C

IR

C F

D

/2

.3

M

ON

R D S S

E T

C

OO

B M A

K A

TP

W A

W A

W A

W A

W A

W A

W A

W A

W A

W A

W A

W A

W(A)W(A)W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A)W(A)W(A) W(A)W(A)W(A)W(A)W(A)W(A)

S L-

S(A)S(A)S(A)S(A)S(A)S(A) conc.

apron stm inlet -5048 rim = 68.81 inv. s. = 64.40 (24" rcp) inv. w. = 64.55 (18" rcp) stm inlet -5020 rim = 68.87 inv. e. = 61.97 (18" rcp)

S C

S C

S C

S C

S C

S C

S C

B F O T D

B F O T D

B F O T D

B F O T D

B F O T D

B F O T D

B F O T D

W(D)

SW 46th Ave

717171

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

EDS-16

EDS-17

P

IP

E

END PAVEMENT WIDTH

EXPANSION

+25.19

5.90 LT.

6'

.5

.6

.6

R50'

R5

0'END TRAFFIC SEPARATOR

+14.86

5.88 LT.

70.19

71.00

70.84

70.30

70.57

70.44

70.03

70.72

70.54

70.96

E L

.1

END MILLING OF

EXISTING ASPHALT

(1.5" THICK) &

REPAVE WITH SP-9.5

ASPHALT (1.5" THICK)

SAWCUT AND

MATCH EXISTING

PAVEMENT

END NEW ASPHALT CONSTRUCTION

(SEE DETAIL) TIE INTO NEWLY

CONSTRUCTED PAVEMENT.

BEGIN EXISTING CURB & SIDEWALK

REMOVAL. THEN BEGIN NEW SIDEWALK &TYPE "F" CURB CONSTRUCTION (BY OTHERS).

END NEW SIDEWALK

CONSTRUCTION & MATCH

EXISTING (BY OTHERS).

END NEW SIDEWALK

CONSTRUCTION & MATCH

EXISTING (BY OTHERS).

SEE SIGNAL PLANS

FOR ADDITIONAL

IMPROVEMENTS THIS

INTERSECTION.

C/L R/W

6'13 .4

.5

45'

EL 71.29

EL 70.57EL 71.13

EL 71.16

EL 70.84

EL 70.80

70.78

1% S

LO

P E

2% S

LO

P E

1% S

LO

P E

2% S

LO

P E

END EXISTING CURB & SIDEWALK

REMOVAL. THEN BEGIN NEW TYPE "F"CURB & SIDEWALK CONSTRUCTION (BYOTHERS).

exist. sidewalk exist. conc. separator exist. sidewalk

167 168 169 170 170

P I S

TA

8+

.3

End STA. 170+33.04

EL 69.95

STA. 169+60.66

BEGIN NEW PAVEMENT

CONSTRUCTION. SAW-CUT AND

MATCH EXISTING PAVEMENT EDGE.

40'

END 1" MILLING &

RESURFACING

CORNER OF EXISTING

CURB AT FULL 20'

WIDE MEDIAN

M

AT

C H

LI

N E S

TA

6+

.0

P

IP

E

Pipe Culvert SD

EDS-16

EDS-17

PROPOSED PROFILE GRADE ON

LEFT SIDE 22' OFF ALIGNMENT

END PROPOSED PROFILE

GRADE ON LEFT SIDE OF

ALIGNMENT (STA.

168+23.52)

EXISTING PROFILE

GRADE ON C/L R/W

ALIGNMENT EXISTING PROFILE GRADE ON RIGHT SIDE 22'

OF ALIGNMENT NEAR EDGE OF PAVEMENT

45.1'

STA. 169+60.66

END NEW ASPHALT CONSTRUCTION.

TIE INTO NEWLY CONSTRUCTED

PAVEMENT.

ELEV. 69.95

STA. 169+16.34

BEGIN NEW PAVEMENT

CONSTRUCTION. SAW-CUT AND

MATCH EXISTING PAVEMENT EDGE.

ELEV. 70.78

.4

P

.0

.3

P

.8

.2

P

.6

.1

P

.5

.1

P

.6

.0

P

.8

.8

P

.0

.6

P

.1

.7

P

.0

Profile Data

167+00 168+00 169+00 170+00

.2

.4

.2

.0

.0

.1

.3

.5

.0

.8

N

1" = 40'

Gary Anson

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.1/27/25

ADDED 1" PAVEMENT MILLING, N OF SR 40.

PREPARED BY PROJECT NO. 24111

1/27/2025 1:34:10 PM T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Roadway\DSGNRD01.dwg

ROADWAY PLAN & PROFILE (2)

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER 69534

STATE OF FLORIDA, DATE:

VALID ONLY WITH EMBOSSED SEAL.

D

W D

W D

W D

W D

W D

W D

W D

W D

S C

S C

S C

S C

S C

S C

S C

S C

S C

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

W(D)W(D)W(D)

200+00 201+00 202+00

S R

R/W

R/W

INSTALL ±47 LF

OF 12" PVC WM

CP #1

CP #2

R/W

R/ W proposed conc. sidewalk

0'

N = 1764113.9032 E = 593057.2251

50'

STA:198+87.6

OFF:0.0'

BEGIN 18" DIA

DIRECTIONAL BORE

@ 15° ENTRY ANGLE

EXISTING 12"x45°

MJ DIP BENDS

199+00

INSTALL:

-12"X12" MJ DIP TEE

-12" BUTTERFLY VALVE

STA:201+00

OFF:0'

INSTALL 12"

BUTTERFLY VALVE

& CAP

STA:201+06

OFF:0'

DIRECTIONAL BORE TOOL

EXITS @ 5° ANGLE TO PULL

PVC PIPE BACK THRU BORE

OHEOHEOHEOHE

OHE

OHE

STA:201+58

OFF:49'R

EXISTING 12" x 6" MJ DIP

TEE & FIRE HYD ASS'Y

(DET #W-3)

166+00 167+00

168+00 168+86

EP

: 1

.1

STA. EQUATION

STA. BACK STA:167+87

OFF:4'L

STA. FRONT 199+00

STA:167+67

OFF:5'L

STA:167+74

OFF:5'L

REMOVE EXISTING

12" CAP &

CONNECT TO NEW

12 WATER MAIN TO

EXISTING

N

1" = 40'

DIRECTIONAL - SR 40 (PLAN)

SHEET

No.

PREPARED BY

HECTOR A. COLON, P.E.

P.E. LICENSE NUMBER: 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

ENGINEER OF RECORD PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

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Gary Anson 1/8/2025 T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Utilities\21318001_DIRECTIONAL -(ForSignal).dwg

AutoCAD SHX Text

WM

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text existing 16" wm

AutoCAD SHX Text existing hydrant

EXIST. POLE TO BE REMOVED AND EXIST. LINES TO BE CONNECTED BY OTHERS.

52.5

55.0

57.5

62.5

65.0

67.5

72.5

75.0

18" DIRECTIONAL BORE FOR

12" FUSIBLE PVC

SR

-4

R

/W

SR

-4

R

/W

INSTALL 12"x11.25° DIP FITTING

(TO BE BUTT-WEDED TO HDPE)

PROPOSED C/L OF ROAD

199+00 200+00 201+00 202+00 203+00 204+00

52.5

55.0

57.5

62.5

65.0

67.5

72.5

75.0

EXISTING 12" PVC WM

(36" MIN COVER)

PROPOSED C/L OF ROAD

18" DIRECTIONAL BORE FOR

12" FUSIBLE PVC

EXISTING 12"x11.25° DIP

FITTING

(TO BE BUTT-WEDED TO HDPE)

REMOVE 12" CAP & BEGIN

18" DIRECTIONAL BORE FOR

12" FUSIBLE PVC. THEN

CONNECT TO EXISTING 12"

PVC PIPE.

N

1" = 40'

EXISTING 12" BUTTERFLY VALVE & CAP.

DIRECTIONAL - SR 40

(PROFILE)

SHEET

No.

PREPARED BY

HECTOR A. COLON, P.E.

P.E. LICENSE NUMBER: 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

ENGINEER OF RECORD PROJECT No. 24111

PROJECT NAME: SW 46TH AVE AT SR 40 PAVEM'T. EXP.

TH

E O

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F T

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S H E E T

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H E E

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Gary Anson 1/8/2025 T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\Utilities\21318001_DIRECTIONAL -(ForSignal).dwg

AutoCAD SHX Text existing 30" rcp

AutoCAD SHX Text existing concrete encased AT&T fiber

AutoCAD SHX Text existing 16" wm

AutoCAD SHX Text existing 12" stm sewer existing 10" san sewer

CONST. 6" SOLID SINGLE YELLOW LINES (TYP.)

CONST. BIKE STRIPING(SEE NOTE)

CONST. BIKE STRIPING

CONST. PAVEMENTDIRECTIONAL ARROW ANDMESSAGE (TYP.)

CONST. 6" SINGLE SOLID WHITESTRIPE W/ BDWR R.P.M. @ 20'

O.C.

CONST. 18" YELLOW LINES AT45° O.C. & 20' O.C. (TYP.)

+75.65

23.33 LT.

BEGIN GORE

+40.16

1.31 LT.

+76.60

8.73 RT.

M P H

35CONST. R2-1 SPEED LIMIT

SIGN "35 MPH" 30"X36"

+56.14

45.49 LT.

8'

END LANE TRANSITION

+76.51

11.36 LT.

+76.51

23.36 LT.

R 35.5'

M3-2 "EAST" SIGN AUXILIARY 12"X24",

M3-2 "WEST" SIGN AUXILIARY 12"X24",

(2) FTP-17-06 "STATE ROAD 40" SIGN

24"X24", AND (2) M6-1 DIRECTIONAL

WEST

+88.43

47.15 RT.

+89.96

2.50 LT.

CONST. (2) W3-3 "SIGNAL

AHEAD" SIGNS 30"X30

+39.10

20.74 RT.

CONST. M4-5 "TO" 24"X12",

FTP-17-06 "INTERSTATE 75"ROUTE SIGN 24"X24", ANDM6-1 DIRECTIONAL ARROW

INTERSTATE

TO

SOUTH-FACING:

CONST. R4-7 "KEEP RIGHT"

SIGN 24"X30" w/ OM1-1 TYPE 1

OBJECT MARKER 18"X18"

+46.41

1.02 LT. MERGE

.7 5'

BEGIN LANE TRANSITION

+55.48

23.40 LT.

CONST. 6" SINGLE SOLIDYELLOW LINES (TYP.)

SHEET

NO.

T:\_sd-ENG-Transportation\Projects\2024\100 Road\24111 - SW 46th AVE @ SR 40 PAVEMENT EXPANSION PLANS FOR NEW SIGNAL\02411111111\SigningAndMarking\PLANSP01.dwg

N

1" = 40'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS PREPARED BY

City Engineer's Office

SIGNING & PAVEMENT

MARKING

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER 69534

STATE OF FLORIDA, DATE:

VALID ONLY WITH EMBOSSED SEAL.

Gary Anson 1/27/2025 1:34:48 PM

NW 44th AVENUE EXTENSION

1/25/23 Revised Striping 2/9/23 Revised Project's Starting Point

BIKE STRIPING NOTE:

1. THE EDGE OF THE BIKE LANE ADJACENT TO THE

TRAVEL WAY IS TWO (2) 6" WHITE STRIPES, SET 8"

APART PER FDOT SPI 711-001, BEING EITHER SOLID OR

2'-4' SKIP PER THE MARKING PLAN. OUTER LINES

OMITTED FOR CLARITY.

TH

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4/6/23 Revised Notes, Pavement Markings, & Signs

M A T C H

LI

N E S

T A

SW 46th Ave

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

O E

S A N

S A N

B eg

S

TA

0+

.0

P C S

TA

1+

.0

CONST. SPECIAL EMPHASIS CROSSWALK

PER FDOT SPI 711-001

EXIST. ±40 LF 24" WHITE

THERMOPLASTIC STOP LINE

M P H

+50.14

48.45 RT.

+8 1.

.9

EXIST. 150 LF 6" DOUBLE

2'-4' SKIP WHITE LINES

CONST. PAVEMENT

DIRECTIONAL

ARROWS AND

MESSAGES

(5 TYP. THIS SHEET)

GRIND AND REMOVE

EXIST. 8" SINGLE

SOLID WHITE LINES

WITH W/R RPMs

GRIND AND

REMOVE EXIST.

18" SINGLE SOLID

WHITE LINES

(TYP.)

+60.24

INTERSTATE

TO

+88.20

5.44 RT.

+84.90

5.30 RT.

WESTEAST

BIKE LANE

+57.16

48.39 LT.

END

+28.59

48.51 LT.

CONST. BIKE STRIPING

(SEE NOTE)

CONST. 6"

(10'-30') WHITESKIP STRIPESW/ BDWR

R.P.M. @ 40'O.C. (TYP.)

CONST. 6" SINGLE SOLIDYELLOW LINES (TYP.)

INTERSECTION STRIPINGBY OTHERS (TYP.)

CONST. 150' OF 6"DOUBLE WHITE LINES

(2'-4')

CONST. 6" WHITE LINESW/ BDWR R.P.M.s AT 20'O.C. (TYP.)

CONST. PAVEMENTDIRECTIONAL ARROWAND MESSAGE

+13.96

11.38 LT.12

8'

8'

+19.76

23.38 LT.

+55.16

47.00 RT.M3-2 "EAST" SIGN AUXILIARY 12"X24",

M3-2 "WEST" SIGN AUXILIARY 12"X24",

(2) FTP-17-06 "STATE ROAD 40" SIGN

24"X24", AND (2) M6-1 DIRECTIONALARROWS 21"X15"

40 40

WEST EAST

NORTH-FACING:

CONST. R4-7 "KEEP RIGHT"

SIGN 24"X30" w/…