12-NE 148th Bridge Repair - Roadway Plans.pdf

OCTOBER 2025

SHEET TITLE:

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001

BAKER

UNION

BRA

DFO

RD

CLAY

ST JOHNS

DUVAL

NASSAU

RIVER

HERNANDO

PASCO

HILLSBOROUGH

POLK

INDIAN

BR

EV

AR

D

OSCEOLA

ORANGE

SEMINOLE

LAKE

SUMTER

CITRUS

MARION VOLUSIA

FLAGLER

PUTNAM

ALACHUA

MARTIN

ST LUCIE

OKEECHOBEE

HIGHLANDS

HARDEEMANATEE

SARASOTADESOTO

GLADESCHARLOTTE

LEE HENDRY

COLLIER

MONROE DADE

BROWARD

PALM BEACH

FRANKLINGULF

LIBERTY

CA

LH

OU

N

JACKSON

BAY

WASHINGTONHOLMES

WALTONOK

AL

OO

SA

SANTA ROSA

ES

CA

MB

IA

GADSEN

WAKULLA

LEON

JE

FF

ER

SO

N

LAFAYETTE

TAYLOR

MADISON

HAMILTON

SUWANNEE

CO

LU

MB

IA

PINELLAS

LEVY

GILCHRISTDIXIE

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PROJECT SITE

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NE 148TH TERRACE ROAD

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NE 175TH STREET

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NE 174TH PLACE

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NE 172ND PLACE

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NE 171ST PLACE

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%%UGENERAL DEVELOPMENT INFORMATION

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1. DEVELOPMENT INFORMATION DEVELOPMENT INFORMATION A. PROJECT TITLE: NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR PROJECT TITLE: NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR : NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR B. PROJECT DESCRIPTION: THIS PROJECT FALLS WITHIN THE JURISDICTIONAL AUTHORITY OF PROJECT DESCRIPTION: THIS PROJECT FALLS WITHIN THE JURISDICTIONAL AUTHORITY OF : THIS PROJECT FALLS WITHIN THE JURISDICTIONAL AUTHORITY OF THIS PROJECT FALLS WITHIN THE JURISDICTIONAL AUTHORITY OF MARION COUNTY IN FDOT DISTRICT 5 AND INCLUDES BRIDGE SUPERSTRUCTURE REPAIR AND ROADWAY ELEMENT REPLACEMENTS. THE PROJECT IS LOCATED AT THE NE 148TH TERRACE CROSSING OVER MILL PROJECT IS LOCATED AT THE NE 148TH TERRACE CROSSING OVER MILL CREEK WITHIN COUNTY-OWNED RIGHT-OF-WAY. C. ADDRESS: 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 ADDRESS: 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 : 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 D. SEC/TOWN/RANGE: 31 / 12 S / 24 E SEC/TOWN/RANGE: 31 / 12 S / 24 E : 31 / 12 S / 24 E 31 / 12 S / 24 E E. ROADWAY CLASS: RURAL LOCAL STREET ROADWAY CLASS: RURAL LOCAL STREET : RURAL LOCAL STREET RURAL LOCAL STREET F. CURRENT ADT (2022): 414 CURRENT ADT (2022): 414 : 414 414 G. FUTURE ADT (2042): 719 FUTURE ADT (2042): 719 : 719 719 2. LOCATION OF PROJECT SITE: SEE LOCATION MAP THIS SHEET LOCATION OF PROJECT SITE: SEE LOCATION MAP THIS SHEET : SEE LOCATION MAP THIS SHEET SEE LOCATION MAP THIS SHEET 3. CONTACT INFORMATION CONTACT INFORMATION A. OWNER/DEVELOPER: MARION COUNTY CONTACT: MARC BURKETT OWNER/DEVELOPER: MARION COUNTY CONTACT: MARC BURKETT : MARION COUNTY CONTACT: MARC BURKETT MARION COUNTY CONTACT: MARC BURKETT CONTACT: MARC BURKETT CONTACT: MARC BURKETT (352)-671-8686 B. ENGINEER: JBROWN PROFESSIONAL GROUP INC., CONTACT: JAMES JONES III, PE ENGINEER: JBROWN PROFESSIONAL GROUP INC., CONTACT: JAMES JONES III, PE : JBROWN PROFESSIONAL GROUP INC., CONTACT: JAMES JONES III, PE JBROWN PROFESSIONAL GROUP INC., CONTACT: JAMES JONES III, PE CONTACT: JAMES JONES III, PE (352)-375-8999 C. SURVEYOR: JBROWN PROFESSIONAL GROUP INC., CONTACT: TROY WRIGHT, PSM SURVEYOR: JBROWN PROFESSIONAL GROUP INC., CONTACT: TROY WRIGHT, PSM : JBROWN PROFESSIONAL GROUP INC., CONTACT: TROY WRIGHT, PSM JBROWN PROFESSIONAL GROUP INC., CONTACT: TROY WRIGHT, PSM CONTACT: TROY WRIGHT, PSM (352)-375-8999

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LOCATION OF PROJECT

AutoCAD SHX Text CONSTRUCTION DRAWINGS OF NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR FOR MARION COUNTY

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LOCATION MAP N.T.S.

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LOCATION MAP N.T.S.

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COVER SHEET

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SHEET INDEX

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COVER SHEET

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LEGEND, ABBREVIATIONS, AND NOTES

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DRAINAGE MAP AND OSW IMPACTS

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DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN

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STORMWATER POLLUTION PREVENTION PLAN

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TYPICAL SECTIONS

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TYPICAL SECTIONS

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TYPICAL SECTIONS

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ROADWAY PLAN

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ROADWAY PROFILE

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ROADWAY PROFILE

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SIGNING AND PAVEMENT MARKING PLAN

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TEMPORARY TRAFFIC CONTROL DETOUR PLAN

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TEMPORARY TRAFFIC CONTROL PLAN

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ROADWAY CROSS SECTIONS

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ROADWAY CROSS SECTIONS

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ROADWAY CROSS SECTIONS

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ROADWAY CROSS SECTIONS

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DETAILS

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STRUCTURAL GENERAL NOTES

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GUARDRAIL INSTALLATION PLAN AND ELEVATION

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GUARD REPAIR AND INSTALLATION DETAILS (1 OF 2)

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GUARDRAIL REPAIR AND INSTALLATION DETAILS (2 OF 2)

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SHEET TITLE:

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001 j:

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EXISTING TREE TO BE REMOVED

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EXISTING TREE TO REMAIN

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RIGHT-OF-WAY

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EXISTING CONTOUR LINE

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ROAD WAY CENTERLINE

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PROPOSED TREE BARRICADE FENCE

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DRAINAGE AREA DIVIDE

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PROPOSED SILT FENCE

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PROPOSED DIRECTIONAL FLOW ARROW

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PROPOSED FINISH SPOT ELEVATION

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PROPOSED CONTOUR LINE

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PROPOSED ROADWAY ASPHALT PAVEMENT

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EXISTING FENCE

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NATURAL GROUND SPOT ELEVATION

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AutoCAD SHX Text ADJ ADJACENT ADJACENT ALUM ALUMINUM ALUMINUM APT APARTMENT APARTMENT ASPH ASPHALT ASPHALT B&J BORE AND JACK BORE AND JACK BC BACK OF CURB BACK OF CURB BCCMP BITUNIMOUS COATED CORRUGATED METAL PIPE BITUNIMOUS COATED CORRUGATED METAL PIPE BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK BOP BEGINNING OF PROFILE BEGINNING OF PROFILE BSL BUILDING SETBACK LINE BUILDING SETBACK LINE C&G CURB AND GUTTER CURB AND GUTTER C1 CURVE ONE CURVE ONE CATV CABLE TELEVISION CABLE TELEVISION CET CURB END TAPER CURB END TAPER CF CUBIC FEET CUBIC FEET CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CL CENTER LINE CENTER LINE CLF CHAIN LINK FENCE CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCHED CORRUGATED METAL PIPE ARCHED CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CLEAN OUT CLEAN OUT COMM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE CPE CORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE CY CUBIC YARD CUBIC YARD DBI DITCH BOTTOM INLET DITCH BOTTOM INLET DCBP DOUBLE CHECK BACKFLOW PREVENTER DOUBLE CHECK BACKFLOW PREVENTER DEG DEGREES DEGREES DHWL DESIGN HIGH WATER LEVEL DESIGN HIGH WATER LEVEL DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE E EAST EAST E/M EASEMENT EASEMENT EL ELEVATION ELEVATION ELEC ELECTRIC ELECTRIC EOP END OF PROFILE END OF PROFILE EP EDGE OF PAVEMENT EDGE OF PAVEMENT ERCP ELLIPTICAL REINFORCED CONCRETE PIPE ELLIPTICAL REINFORCED CONCRETE PIPE EX EXISTING EXISTING FC FACE OF CURB FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FG FINISH GRADE FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FL FIRE LINE FIRE LINE FLL FLOW LINE FLOW LINE FM FORCE MAIN FORCE MAIN FO FIBER OPTIC FIBER OPTIC FP FLOOD PLAIN FLOOD PLAIN FT FEET FEET FUT FUTURE FUTURE GALV GALVANIZED GALVANIZED GV GATE VALVE GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HR HOUR HOUR INV INVERT INVERT IRR IRRIGATION IRRIGATION L1 LINE ONE LINE ONE LAT LATITUDE LATITUDE LF LINEAR FEET LINEAR FEET LONG LONGITUDE LONGITUDE LP LOW POINT LOW POINT LT LEFT LEFT LTG LIGHT LIGHT MAINT MAINTENANCE MAINTENANCE MAX MAXIMUM MAXIMUM MES MITERED END SECTION MITERED END SECTION MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MO MONTH MONTH N NORTH NORTH N/A NOT APPLICABLE NOT APPLICABLE NE NORTH EAST NORTH EAST NG NATURAL GRADE NATURAL GRADE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE NW NORTH WEST NORTH WEST OC ON CENTER ON CENTER OFF OFFSET OFFSET PCPE PERFORATED CORRUGATED POLYETHYLENE PIPE PERFORATED CORRUGATED POLYETHYLENE PIPE PE POLYETHYLENE PIPE POLYETHYLENE PIPE PL PROPERTY LINE PROPERTY LINE PP POLYPROPYLENE PIPE POLYPROPYLENE PIPE POB POINT OF BEGINNING POINT OF BEGINNING POE POINT OF ENDING POINT OF ENDING PRVT PRIVATE PRIVATE PRI PRIMARY PRIMARY PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PRESSURE TREATED (NON ARSENIC) PRESSURE TREATED (NON ARSENIC) PUD PLANNED UNIT DEVELOPMENT PLANNED UNIT DEVELOPMENT PUE PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVMT PAVEMENT PAVEMENT P&P PLAN AND PROFILE PLAN AND PROFILE R/W RIGHT OF WAY RIGHT OF WAY R1' ONE FOOT RADIUS ONE FOOT RADIUS RB REACTION BLOCK REACTION BLOCK RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REF REFERENCE REFERENCE RPBFP REDUCED PRESSURE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER REQ'D REQUIRED REQUIRED RT RIGHT RIGHT RW RESILIENT WEDGE RESILIENT WEDGE S SOUTH SOUTH S/W SIDEWALK SIDEWALK SE SOUTH EAST SOUTH EAST SEC SECONDARY SECONDARY SF SQUARE FEET SQUARE FEET SG SWITCH GEAR SWITCH GEAR SI SURFACE INLET SURFACE INLET SJRWMD ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SMU STORMWATER MANAGEMENT UTILITY STORMWATER MANAGEMENT UTILITY SPA SPACE SPACE SPT STANDARD PENETRATION TEST STANDARD PENETRATION TEST SS SANITARY SEWER SANITARY SEWER SSL STAINLESS STEEL STAINLESS STEEL ST STORM STORM ST. STREET STREET STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL SW SOUTH WEST SOUTH WEST SY SQUARE YARD SQUARE YARD TBC TRAFFIC BEARING COVER TRAFFIC BEARING COVER TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TBR TO BE REMOVED TO BE REMOVED TEL TELEPHONE TELEPHONE TFMR TRANSFORMER TRANSFORMER TV TELEVISION TELEVISION TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UD UNDER DRAIN UNDER DRAIN UTIL UTILITIES UTILITIES VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VEH VEHICLE VEHICLE W WEST WEST W/ WITH WITH W/WW WATER/WASTEWATER WATER/WASTEWATER WM WATER MAIN WATER MAIN WS WATER SERVICE WATER SERVICE WW WASTEWATER WASTEWATER YR YEARYEAR

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AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. MARION COUNTY SHALL BE NOTIFIED 24 HOURS IN ADVANCE FOR INSPECTION OF PERTINENT STAGES MARION COUNTY SHALL BE NOTIFIED 24 HOURS IN ADVANCE FOR INSPECTION OF PERTINENT STAGES OF CONSTRUCTION WITHIN THEIR RESPECTIVE R/W; INCLUDING THE PLACEMENT OF ASPHALT, AND OTHERS, AS REQUIRED FOR APPROVAL. 2. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL FOREIGN DEBRIS AND MATERIAL OFFSITE. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL FOREIGN DEBRIS AND MATERIAL OFFSITE. DISPOSAL METHODS AND LOCATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS AND REQUIREMENTS. 3. EXISTING TOPOGRAPHY INFORMATION DEPICTED IS BASED ON THE PROJECT TOPOGRAPHIC SURVEY EXISTING TOPOGRAPHY INFORMATION DEPICTED IS BASED ON THE PROJECT TOPOGRAPHIC SURVEY CONDUCTED BY JBROWN PROFESSIONAL GROUP INC. ON 04/14/2025 AND UP TO 07/11/2025. THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATION GRADES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT WILL AFFECT FINISH GRADE DESIGN FOR PROPER RUNOFF CONDITIONS PRIOR TO CONSTRUCTION. JBPRO WILL ASSIST THE CONTRACTOR IN REVISING ANY GRADING DISCREPANCIES PRIOR TO CONSTRUCTION TO ASSURE PROPER GRADING AND RUNOFF CONDITIONS RESULT UPON COMPLETION OF CONSTRUCTION. PAVING, GRADING, AND DRAINAGE SPECIFICATIONS 1. ALL DRAINAGE CONSTRUCTION, INCLUDING MATERIALS, CONSTRUCTION TECHNIQUES, AND TECHNICAL ALL DRAINAGE CONSTRUCTION, INCLUDING MATERIALS, CONSTRUCTION TECHNIQUES, AND TECHNICAL STANDARDS, SHALL BE IN ACCORDANCE WITH THE FDOT FY 2025-26 STANDARD PLANS. 2. ALL AREAS OF NEW CONSTRUCTION SHALL BE CLEARED AND GRUBBED. TOP SOIL REMAINING ONSITE ALL AREAS OF NEW CONSTRUCTION SHALL BE CLEARED AND GRUBBED. TOP SOIL REMAINING ONSITE MAY BE STOCKPILED FOR FINE GRADING IN LANDSCAPED AREAS, IF SUITABLE. THE CONTRACTOR SHALL FURNISH ALL FILL REQUIRED AND DISPOSE OF ALL EXCESS OR UNSUITABLE MATERIAL OFFSITE IN ACCORDANCE WITH ALL REGULATORY REQUIREMENTS. TREES TO REMAIN SHALL BE PROTECTED PRIOR TO STARTING CONSTRUCTION AND SHALL BE PROTECTED THROUGHOUT SITE CONSTRUCTION. 3. ALL ASPHALTIC CONCRETE MATERIAL SHALL BE TYPE SP STRUCTURAL COURSE (TYPE AND THICKNESS ALL ASPHALTIC CONCRETE MATERIAL SHALL BE TYPE SP STRUCTURAL COURSE (TYPE AND THICKNESS PER DESIGN SECTION) AND SHALL CONFORM TO FDOT STANDARD SPECIFICATION SECTION 334. ALL ASPHALTIC CONCRETE CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATION SECTION 330. 5. THE ASPHALTIC CONCRETE MIX DESIGN AND PORTLAND CEMENT CONCRETE MIX DESIGN SHALL BE THE ASPHALTIC CONCRETE MIX DESIGN AND PORTLAND CEMENT CONCRETE MIX DESIGN SHALL BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. ALL TESTING, DENSITY, AND MIX DESIGN REPORTS SHALL BE SUBMITTED TO MARION COUNTY FOR APPROVAL PRIOR TO PAVING BEING PERFORMED. 6. ALL CONCRETE USED FOR CONSTRUCTION OF DRAINAGE STRUCTURES, SPILLWAYS, CURBING, ETC. SHALL ALL CONCRETE USED FOR CONSTRUCTION OF DRAINAGE STRUCTURES, SPILLWAYS, CURBING, ETC. SHALL BE CLASS I CONFORMING TO FDOT STANDARD SPECIFICATION SECTION 347. 7. ALL SLOPES OF 4:1 OR GREATER SHALL BE SODDED. ALL SLOPES OF 4:1 OR GREATER SHALL BE SODDED. NPDES EROSION AND SEDIMENT CONTROL PERMITTING NOTES 1. THE CONTRACTOR IS REQUIRED TO FILE THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) THE CONTRACTOR IS REQUIRED TO FILE THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) NOTICE OF INTENT (NOI) TO USE THE CONSTRUCTION GENERIC PERMIT (GCP) FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (RULE 62-621.300(4), F.A.C.). CONSTRUCTION ACTIVITY SHALL NOT COMMENCE PRIOR TO OBTAINING AN ACKNOWLEDGEMENT LETTER FROM FDEP VERIFYING THE NOI IS COMPLETE, THE PROJECT IS COVERED BY THE GENERIC PERMIT, AND THE PROJECT IDENTIFICATION NO. IS ESTABLISHED. CONTRACTOR SHALL PROVIDE THE EOR AND PROPERTY OWNER WITH A COPY OF THE FDEP ACKNOWLEDGEMENT LETTER VERIFYING COVERAGE. 2. THE CONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION THE CONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND CGP AT ALL TIMES THROUGHOUT CONSTRUCTION, AND UTILIZE ALL APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) AS REQUIRED TO PREVENT EROSION AND SEDIMENT DISCHARGE OFFSITE DURING CONSTRUCTION. 3. EROSION AND SEDIMENT CONTROL BMP'S SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL BMP'S SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, DATED JULY 2013, OR LATEST UPDATE. THE CONTRACTOR IS RESPONSIBLE TO UTILIZE ALL BMP'S, AS NECESSARY THROUGHOUT CONSTRUCTION, AND MAY UTILIZE MULTIPLE BMP'S OR OTHER MEANS AND METHODS DEEMED APPROPRIATE TO CONTROL EROSION AND SEDIMENT DISCHARGE. 4. THE CONTRACTOR SHALL UTILIZE A STATE OF FLORIDA CERTIFIED EROSION AND SEDIMENT CONTROL THE CONTRACTOR SHALL UTILIZE A STATE OF FLORIDA CERTIFIED EROSION AND SEDIMENT CONTROL (ESC) INSPECTOR DURING CONSTRUCTION TO ABIDE BY THE TERMS OF THE NOI PERMIT COVERAGE. AT A MINIMUM THE CERTIFIED INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS AT LEAST ONCE EVERY SEVEN (7) DAYS AND AFTER EVERY ½ INCH OR GREATER STORM EVENT. MAJOR INCH OR GREATER STORM EVENT. MAJOR OBSERVATIONS AND INCIDENTS OF NON-COMPLIANCE SHOULD BE RECORDED IN THE INSPECTION REPORT, AS WELL AS CORRECTIVE ACTIONS AND MAINTENANCE. UNLESS ADVISED OTHERWISE, MAINTENANCE MUST OCCUR WITHIN SEVEN (7) CALENDAR DAYS OF THE INSPECTION. THESE INSPECTIONS MUST BE DOCUMENTED AND SIGNED BY A QUALIFIED INSPECTOR AS DEFINED BY THE CGP. THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP AND THE CGP WHEN THE REPORTS DO NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 5. UPON SATISFACTORY COMPLETION OF THE PROJECT CONSTRUCTION AND SITE STABILIZATION, THE UPON SATISFACTORY COMPLETION OF THE PROJECT CONSTRUCTION AND SITE STABILIZATION, THE CONTRACTOR SHALL FILE THE NPDES STORMWATER NOTICE OF TERMINATION (NOT) (RULE 62-621.300(6), F.A.C.) WITH FDEP. THE PERMIT COVERAGE IS DEEMED COMPLETE WHEN ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES ARE COMPLETE AND STABILIZATION OF ALL DISTURBED OPEN AREAS HAVE REACHED AT LEAST 70% VEGETATIVE COVER OR OTHER PERMANENT STABILIZATION IS IN PLACE. A COPY OF THE NOT SHALL BE PROVIDED TO THE EOR AND PROPERTY OWNER. GEOTECHNICAL TESTING GENERAL NOTE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GEOTECHNICAL TESTING FOR EACH THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GEOTECHNICAL TESTING FOR EACH SPECIFIED DESIGN COURSE. TESTING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MARION COUNTY PUBLIC SERVICES CONSTRUCTION AND INSPECTION STANDARDS AND FDOT CONSTRUCTION AND INSPECTION STANDARDS. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER FOR REVIEW AND APPROVAL OF CONFORMANCE TO DESIGN SPECIFICATIONS. 2. TESTING REPORTS WITH GEOTECHNICAL TESTING RESULTS SHALL DENOTE THE TESTING LOCATIONS. TESTING REPORTS WITH GEOTECHNICAL TESTING RESULTS SHALL DENOTE THE TESTING LOCATIONS. 3. TESTING ALONG ROADWAYS SHALL BE PROVIDED AT A MINIMUM 200 LF SPACING. TESTING ALONG ROADWAYS SHALL BE PROVIDED AT A MINIMUM 200 LF SPACING. REQUIRED SUBMITTALS 1. PRIOR TO CONSTRUCTION INSTALLATION OF SPECIFIC WORK SCOPE ITEMS THE CONTRACTOR SHALL PRIOR TO CONSTRUCTION INSTALLATION OF SPECIFIC WORK SCOPE ITEMS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTAL INFORMATION TO THE EOR FOR REVIEW AND APPROVAL. THESE SUBMITTALS SHALL INCLUDE SOURCE PROVIDER, MANUFACTURER LITERATURE, CUT SHEETS, DIMENSIONED DRAWINGS, FABRICATION DRAWINGS, SKETCHES, DETAILS AND ANY OTHER INFORMATION NECESSARY FOR THE EOR TO REVIEW AND APPROVE AS TO COMPLIANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS. 2. THE FOLLOWING SCOPE ITEMS SHALL REQUIRE SUBMITTALS: THE FOLLOWING SCOPE ITEMS SHALL REQUIRE SUBMITTALS: A. EROSION CONTROL MATERIALS AND DEVICES EROSION CONTROL MATERIALS AND DEVICES B. ASPHALT MIX DESIGN(S) ASPHALT MIX DESIGN(S) C. CONCRETE MIX DESIGN(S) CONCRETE MIX DESIGN(S) D. EARTHWORK SOIL IMPORT SOURCE EARTHWORK SOIL IMPORT SOURCE E. GRASSING / SOD TYPE AND SOURCE GRASSING / SOD TYPE AND SOURCE F. TRAFFIC CONTROL PLAN 3. MATERIALS SHALL NOT BE DELIVERED ONSITE OR INSTALLED UNTIL SUBMITTAL APPROVAL IS PROVIDED MATERIALS SHALL NOT BE DELIVERED ONSITE OR INSTALLED UNTIL SUBMITTAL APPROVAL IS PROVIDED BY THE EOR OR EOR'S REPRESENTATIVE. 4. CONTRACTOR IS RESPONSIBLE FOR ANY COST INCURRED TO REVISE ANY WORK COMPLETED PRIOR TO CONTRACTOR IS RESPONSIBLE FOR ANY COST INCURRED TO REVISE ANY WORK COMPLETED PRIOR TO SUBMITTAL APPROVAL. THE OWNER OR EOR ARE NOT RESPONSIBLE FOR COSTS INCURRED IF ANY MATERIALS ARE PURCHASED, DELIVERED, OR INSTALLED PRIOR TO SUBMITTAL REVIEW AND APPROVAL. 5. THE CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS THAT WILL BE PERFORMING ANY THE CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS THAT WILL BE PERFORMING ANY PHASES OF WORK ON THE PROJECT. THE LIST SHALL INCLUDE NAME OF COMPANY, ADDRESS, PHONE NUMBERS, AND EMAIL ADDRESSES OF INDIVIDUALS RESPONSIBLE FOR THE SUB-CONSULTANT WORK EFFORT AND THE CONTACT INFORMATION FOR THE INDIVIDUALS IN RESPONSIBLE CHARGE OF PERFORMING THE WORK IN THE FIELD. MARION COUNTY NOTES 1. ALL WORK WITHIN OR ON COUNTY OWNED OWNED AND MAINTAINED FACILITIES, ROW OR EASEMENTS, ALL WORK WITHIN OR ON COUNTY OWNED OWNED AND MAINTAINED FACILITIES, ROW OR EASEMENTS, AS WELL AS ALL STORMWATER INFRASTRUCTURE, WHETHER ON PRIVATE OR PUBLIC PROPERTY, SHALL REQUIRE AS-BUILT PLANS. AS-BUILT PLANS SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND ACCEPTANCE AS SIGNED AND SEALED PLANS AND AN ELECTRONIC DRAWING FILE. 2. THE COORDINATE SYSTEM SHALL BE FLORIDA STATE PLANE COORDINATES, NAD 83 ZONE NORTH US THE COORDINATE SYSTEM SHALL BE FLORIDA STATE PLANE COORDINATES, NAD 83 ZONE NORTH US SURVEY FEET. VERTICAL COORDINATES SHALL BE REFERENCED TO THE NAVD 88 DATUM WITH ELEVATIONS GIVEN IN US SURVEY FEET. TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES 1. PROJECT INCLUDES BRIDGE SUPERSTRUCTURE REPAIR AND ROADWAY ELEMENT REPLACEMENTS OF A PROJECT INCLUDES BRIDGE SUPERSTRUCTURE REPAIR AND ROADWAY ELEMENT REPLACEMENTS OF A ONE LANE BRIDGE ON A LOCAL STREET. ROADWAY TO BE CLOSED FOR THE DURATION OF THE PROJECT AND A PLAN WILL BE PROVIDED MOTORISTS APPROACHING FROM EITHER DIRECTION. 2. THIS PROJECT INCLUDES NO SCHOOL ZONES, HOSPITALS, OR OTHER PROJECT-SPECIFIC REQUIREMENTS THIS PROJECT INCLUDES NO SCHOOL ZONES, HOSPITALS, OR OTHER PROJECT-SPECIFIC REQUIREMENTS TO NOTE AND THERE WILL BE NO WORK ZONE SPEED CHANGE OR PEDESTRIAN ACCOMMODATIONS NEEDED. 3. ALL DETOUR SIGNING SHALL BE INSTALLED PRIOR TO ANY WORK AND REMAIN IN PLACE THROUGHOUT ALL DETOUR SIGNING SHALL BE INSTALLED PRIOR TO ANY WORK AND REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. SEE DETOUR PLAN FOR BEGIN AND END PROJECT. 4. PROVISIONS FOR TRAFFIC DISRUPTIONS THAT ARE NOT ANTICIPATED IN THE TRAFFIC CONTROL PLAN, PROVISIONS FOR TRAFFIC DISRUPTIONS THAT ARE NOT ANTICIPATED IN THE TRAFFIC CONTROL PLAN, BUT ARE NECESSARY TO REPAIR THE BRIDGE SHALL BE SUBMITTED IN WRITING TO THE COUNTY PROJECT MANAGER AND APPROVED 72 HOURS BEFORE THE START OF ANY WORK. SUBMITTAL MATERIALS SHALL INCLUDE ALL RELEVANT INFORMATION REQUIRED BY THE MANAGER.

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LEGEND, ABBREVIATIONS, AND NOTES

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PROPOSED MISC ASPHALT PAVEMENT

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FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

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CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

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MILL CREEK

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POST DA-1 TOT. AREA: 0.432 AC IMP. AREA: 0.069 AC

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POST DA-4 TOT. AREA: 0.353 AC IMP. AREA: 0.066 AC

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OSW 1 AREA = 2576.32 SF AREA = .000023

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POST DA-3 TOT. AREA: 0.009 AC IMP. AREA: 0.009 AC

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POST DA-2 TOT. AREA: 0.008 AC IMP. AREA: 0.008 AC

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FLOOD ZONE "A" LIMIT

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DRAINAGE MAP AND OSW IMPACTS

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N

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OCTOBER 2025

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FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

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MILL CREEK

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EX GUARDRAIL TO BE REMOVED

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EX CURB ON BRIDGE TO BE REMOVED (TYP)

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EX SIGN TO BE REMOVED (TYP)

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SILT FENCE (TYP)

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NE 148TH TERRACE

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MILL CREEK

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EX GUARDRAIL TO BE REMOVED

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DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN

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MATCHLINE NW 67TH RD - STA 12+10NW 67TH RD - STA 12+10

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DEMOLITION NOTE 1. ALL EXISTING GUARDRAIL PRESENT ON BRIDGE TO BE REMOVED.

DEMOLITION NOTE 1. ALL EXISTING GUARDRAIL PRESENT ON BRIDGE TO BE REMOVED.

CLIENT: PROJECT:

DATE:

ENGINEER

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APPRDESCRIPTION

SHEET NO:

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No. 98821JA

MES LEE JONES III

P R

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FESSIONA L ENGIN

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LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

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DATE

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STORMWATER POLLUTION PREVENTION PLAN

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ADDRESS

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SIGNATURE

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NAME TITLE

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CONTRACTING FIRM:

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SITE:

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FIRM NAME

AutoCAD SHX Text THE ABOVE SIGNATURE ALSO SHALL CERTIFY THAT THIS FACILITY IS IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES IF THERE ARE NOT ANY INCIDENTS OF NON-COMPLIANCE IDENTIFIED ABOVE. "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS."

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NAME (RESPONSIBLE AUTHORITY)

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DATE

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CERTIFICATION STATEMENT

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INSPECTOR INFORMATION:

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NAME

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QUALIFICATION

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STORMWATER POLLUTION PREVENTION PLAN

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CONSTRUCTION INSPECTION FORM

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FORM INSTRUCTIONS:

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CONSTRUCTION MANAGER:

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CONTRACTOR:

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OWNER:

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%%USTORMWATER POLLUTION PREVENTION PLAN

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NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR

AutoCAD SHX Text A. PROJECT NAME AND LOCATION PROJECT NAME AND LOCATION PROJECT NAME: NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR LOCATION: ADDRESS: 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 17416 NE 148TH TERRACE, FORT MCCOY, FL 32134 SECTION: 31 31 TOWNSHIP: 12 S 12 S RANGE: 24 E 24 E COUNTY: MARION MARION LATITUDE: 29.401425 29.401425 LONGITUDE: -81.928491 -81.928491 B. SITE MAP SITE MAP THE SITE MAP IS DEPICTED ON SHEETS C1.0 DRAINAGE MAP, C3.0 ROADWAY PLAN, C4.0 SIGNING AND PAVEMENT MARKING PLAN, AND C5.0 TEMPORARY TRAFFIC CONTROL PLAN. C. NATURE OF THE CONSTRUCTION ACTIVITY NATURE OF THE CONSTRUCTION ACTIVITY THIS PROJECT INCLUDES BRIDGE SUPERSTRUCTURE REPAIR AND ROADWAY ELEMENT REPLACEMENTS. D. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES 1. INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN. INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN. 2. CLEARING AND GRUBBING OF PROPOSED AREA. CLEARING AND GRUBBING OF PROPOSED AREA. 3. REMOVAL OF EXISTING GUARDRAIL REMOVAL OF EXISTING GUARDRAIL 4. SLOPE GRADING. SLOPE GRADING. 5. CONSTRUCTION OF CURB AND SUPERSTRUCTURE REPAIRS. CONSTRUCTION OF CURB AND SUPERSTRUCTURE REPAIRS. 6. INSTALLATION OF BRIDGE RAIL, GUARDRAIL, AND END TERMINALS. INSTALLATION OF BRIDGE RAIL, GUARDRAIL, AND END TERMINALS. 7. FINISHED GRADING AND STABILIZATION OF THE SITE. FINISHED GRADING AND STABILIZATION OF THE SITE. 8. ASPHALT PAVING. ASPHALT PAVING. E. TOTAL AREA OF THE PROJECT SITE: .113 ACRES TOTAL AREA OF THE PROJECT SITE: .113 ACRES .113 ± ACRESF. TOTAL AREA OF THE SITE TO BE DISTURBED: .113 ACRES TOTAL AREA OF THE SITE TO BE DISTURBED: .113 ACRES .113 ± ACRESG. LOCATION AND DRAINAGE AREA FOR EACH DISCHARGE POINT LOCATION AND DRAINAGE AREA FOR EACH DISCHARGE POINT H. CONTROLS CONTROLS 1. PRIOR TO SOIL DISTURBING ACTIVITIES THE CONTRACTOR SHALL INSTALL THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PRIOR TO SOIL DISTURBING ACTIVITIES THE CONTRACTOR SHALL INSTALL THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PAN. 2. THE CONTRACTOR SHALL CONTROL AND RESTRICT SITE ACCESS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MATERIALS AT THE ACCESS POINT, AS THE CONTRACTOR SHALL CONTROL AND RESTRICT SITE ACCESS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MATERIALS AT THE ACCESS POINT, AS REQUIRED, TO PREVENT MIGRATION OF ERODABLE MATERIALS OFFSITE, EITHER BY VEHICLE, WIND, OR STORMWATER TRANSPORT. 3. SITE GRADING SHALL DIRECT STORMWATER RUNOFF TO BMP TREATMENTS DURING CONSTRUCTION AND PRIOR TO DISCHARGE FROM THE PROJECT SITE. SITE GRADING SHALL DIRECT STORMWATER RUNOFF TO BMP TREATMENTS DURING CONSTRUCTION AND PRIOR TO DISCHARGE FROM THE PROJECT SITE. 4. THE CONTRACTOR SHALL UTILIZE TEMPORARY CONTROLS SUCH AS SEEDING, MULCHING, GEOTEXILES, WATERING, SOD STABILIZATION, OR OTHER MEANS TO THE CONTRACTOR SHALL UTILIZE TEMPORARY CONTROLS SUCH AS SEEDING, MULCHING, GEOTEXILES, WATERING, SOD STABILIZATION, OR OTHER MEANS TO PREVENT EROSION OF EXPOSED SOILS FROM WIND, WATER, OR RAIN. J. CONTROLS TO DIVERT STORMWATER FLOW DURING CONSTRUCTION CONTROLS TO DIVERT STORMWATER FLOW DURING CONSTRUCTION 1. THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE STORMWATER RUNOFF DOES NOT LEAVE THE PROJECT SITE WITHOUT FIRST PASSING THROUGH A SEDIMENT THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE STORMWATER RUNOFF DOES NOT LEAVE THE PROJECT SITE WITHOUT FIRST PASSING THROUGH A SEDIMENT BASIN CHECK DAM, SEDIMENT FILTER BAG, TEMPORARY SEDIMENT BASIN, OR SIMILAR, TO ALLOW SETTLING OF SUSPENDED SOLIDS IN THE STORMWATER PRIOR TO DISCHARGE FROM THE PROJECT SITE. 2. THE CONTRACTOR SHALL INSTALL SILT FENCING AS SHOWN ON THE DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN. THE CONTRACTOR SHALL INSTALL SILT FENCING AS SHOWN ON THE DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN. K. PERMANENT STORMWATER MANAGEMENT CONTROLS PERMANENT STORMWATER MANAGEMENT CONTROLS 1. THE COMPLETED PROJECT HAS ZERO (0) PERMANENT STORMWATER MANAGEMENT FACILITIES. THE COMPLETED PROJECT HAS ZERO (0) PERMANENT STORMWATER MANAGEMENT FACILITIES. 2. THE COMPLETED PROJECT WILL INCORPORATE AND MAINTAIN PERMANENT GRASSING, AND/OR GROUND COVERS TO PROTECT SITE SOILS FROM EROSION AND THE COMPLETED PROJECT WILL INCORPORATE AND MAINTAIN PERMANENT GRASSING, AND/OR GROUND COVERS TO PROTECT SITE SOILS FROM EROSION AND TRANSPORT. M. CONTROLS FOR SPECIAL POLLUTANTS CONTROLS FOR SPECIAL POLLUTANTS 1. WASTE CONSTRUCTION MATERIALS, DEBRIS, AND GARBAGE WILL BE PLACED IN APPROPRIATE CONTAINERS. THE CONTRACTOR SHALL DISPOSE OF THESE WASTE CONSTRUCTION MATERIALS, DEBRIS, AND GARBAGE WILL BE PLACED IN APPROPRIATE CONTAINERS. THE CONTRACTOR SHALL DISPOSE OF THESE MATERIALS IN AN APPROPRIATE MANNER AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. NO WASTE MATERIALS SHALL BE BURIED ON SITE. 2. THE CONTRACTOR SHALL CONTROL AND RESTRICT SITE ACCESS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MATERIALS AT THE VEHICLE ACCESS POINT, THE CONTRACTOR SHALL CONTROL AND RESTRICT SITE ACCESS. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MATERIALS AT THE VEHICLE ACCESS POINT, AS REQUIRED, TO PREVENT MIGRATION OF ERODABLE MATERIALS OFFSITE, EITHER BY VEHICLE, WIND, OR STORMWATER TRANSPORT. 3. FLORIDA FRIENDLY FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED APPLICATION FLORIDA FRIENDLY FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED APPLICATION RATES. THE CONTRACTOR SHALL NOT STORE THESE ITEMS ON SITE. 4. THE CONTRACTOR SHALL NOT STORE FUELS, PAINT, CHEMICALS, OR OTHER MATERIALS THAT ARE CONSIDERED TO BE TOXIC ON SITE. SHOULD THE CONTRACTOR THE CONTRACTOR SHALL NOT STORE FUELS, PAINT, CHEMICALS, OR OTHER MATERIALS THAT ARE CONSIDERED TO BE TOXIC ON SITE. SHOULD THE CONTRACTOR DESIRE TO STORE SUCH MATERIALS ON SITE, THE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN PLAN TO ADDRESS STORAGE, SPILL PREVENTION, AND CLEANUP PRIOR TO STORING THE MATERIALS ON SITE. 5. PORT-O-LETS OR OTHER TEMPORARY SANITATION FACILITIES SHALL BE LOCATED AWAY FROM MILL CREEK AND UPSTREAM OF ANY DITCHES THAT HAVE PORT-O-LETS OR OTHER TEMPORARY SANITATION FACILITIES SHALL BE LOCATED AWAY FROM MILL CREEK AND UPSTREAM OF ANY DITCHES THAT HAVE APPLICABLE BMPS INSTALLED. THE CONTRACTOR SHALL NOT ALLOW VEHICLE MAINTAINANCE ON SITE. N. MAINTENANCE PLAN MAINTENANCE PLAN 1. THE CONTRACTOR SHALL MAINTAIN PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES IN ACCORDANCE WITH THE PLANS AND TECHNICAL THE CONTRACTOR SHALL MAINTAIN PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES IN ACCORDANCE WITH THE PLANS AND TECHNICAL SPECIFICATIONS. 2. SILT FENCING SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AND ANY NECESSARY REPAIRS TO SHALL BE MADE IMMEDIATELY. THE CONTRACTOR SHALL SILT FENCING SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AND ANY NECESSARY REPAIRS TO SHALL BE MADE IMMEDIATELY. THE CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENT FROM THE SILT FENCING WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONTRACTOR SHALL MAINTAIN THE SITE VEHICULAR ACCESS POINT TO PREVENT TO PREVENT MIGRATION OF ERODABLE MATERIALS OFFSITE, EITHER BY THE CONTRACTOR SHALL MAINTAIN THE SITE VEHICULAR ACCESS POINT TO PREVENT TO PREVENT MIGRATION OF ERODABLE MATERIALS OFFSITE, EITHER BY VEHICLE, WIND, OR STORMWATER TRANSPORT. 4. THE CONTRACTOR SHALL INSPECT ALL BMPS AND DRAINAGE FEATURES IMMEDIATELY AFTER EACH RAINFALL EVENT AND REPAIR THE CONTROLS NECESSARY TO THE CONTRACTOR SHALL INSPECT ALL BMPS AND DRAINAGE FEATURES IMMEDIATELY AFTER EACH RAINFALL EVENT AND REPAIR THE CONTROLS NECESSARY TO PREVENT SILT AND SEDIMENTS FROM DISCHARGING OFFSITE. 5. MULCH OR SOD THAT HAS WASHED OUT SHALL BE REPLACED IMMEDIATELY. MULCH OR SOD THAT HAS WASHED OUT SHALL BE REPLACED IMMEDIATELY. 6. THE CONTRACTOR SHALL MAINTAIN ALL AREAS OF THE PROJECT SITE WITH PROPER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN ALL AREAS OF THE PROJECT SITE WITH PROPER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE CONSTRUCTION PERIOD OF THE PROJECT. O. COMPLIANCE INSPECTIONS COMPLIANCE INSPECTIONS 1. QUALIFIED PERSONNEL WILL INSPECT ALL POINTS OF DISCHARGE, ALL DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED, ACTIVE QUALIFIED PERSONNEL WILL INSPECT ALL POINTS OF DISCHARGE, ALL DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED, ACTIVE CONSTRUCTION AREAS, VEHICULAR ACCESS POINTS AND ALL BEST MANAGEMENT PRACTICES AT LEAST ONCE EVERY 7 CALENDER DAYS OR WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT THAT IS 0.5 INCHES OR GREATER. AREAS OF THE PROJECT SITE THAT HAVE BEEN STABILIZED SHALL BE INSPECTED AT LEAST ONCE A MONTH. THESE INSPECTIONS SHALL CONTINUE UNTIL A NOTICE OF TERMINATION IS FILED. P. NON-STORMWATER DISCHARGES NON-STORMWATER DISCHARGES 1. IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES MAY OCCUR FROM THE SITE DURING CONSTRUCTION: PAVEMENT WASH WATER (WHERE NO IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES MAY OCCUR FROM THE SITE DURING CONSTRUCTION: PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED), AND UNCONTAMINATED GROUNDWATER (FROM DEWATERING ACTIVITIES). 2. DEWATERING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY DEWATERING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NONCONTAMINATED SITE ACTIVITY. 3. IF NON-STORMWATER DISCHARGES DO OCCUR, WATERS SHOULD BE DIRECTED TO SEDIMENT FILLER BAGS OR TEMPORARY BASINS PRIOR TO DISCHARGE FROM THE IF NON-STORMWATER DISCHARGES DO OCCUR, WATERS SHOULD BE DIRECTED TO SEDIMENT FILLER BAGS OR TEMPORARY BASINS PRIOR TO DISCHARGE FROM THE PROJECT SITE. 4. TURBID WATERS SHALL NOT BE PUMPED OFFISTE OR DIRECTLY TO OFFSITE RECEIVING WATERS. TURBID WATERS SHALL NOT BE PUMPED OFFISTE OR DIRECTLY TO OFFSITE RECEIVING WATERS. 5. ANY PUMPED WATER SHALL BE TREATED SO AS NOT TO ALLOW DISCHARGE OF POLLUTED WATERS FROM THE PROJECT SITE. TREATMENT OPTIONS INCLUDE SILT ANY PUMPED WATER SHALL BE TREATED SO AS NOT TO ALLOW DISCHARGE OF POLLUTED WATERS FROM THE PROJECT SITE. TREATMENT OPTIONS INCLUDE SILT FENCES, SETTLING PONDS, PROPERLY USED FLOCCULATING AGENTS, OR OTHER APPROPRIATE MEANS.

AutoCAD SHX Text ENTER THE DATE OF THE INSPECTION. IF THE INSPECTED ITEM IS SATISFACTORY, INSERT A CHECK. IF THE INSPECTED ITEM IS UNSATISFACTORY, INSERT AN "X" AND DESCRIBE THE MAINTENANCE ACTIONS TAKEN TO CORRECT THE PROBLEM. THE INSPECTOR SHALL ENTER THEIR INITIALS. CREATE ADDITIONAL SHEETS IF NECESSARY.

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DATE OF INSPECTION

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SILT FENCE

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EARTH DIKES

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STRUCTURAL DIVERSION

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SWALE

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SEDIMENT TRAP

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CHECK DAM

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SUBSURFACE DRAIN

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PIPE SLOPE DRAIN

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LEVEL SPREADERS

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STORM DRAIN INLET PROTECTION

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VEGETATIVE BUFFER STRIP

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VEGETATIVE PRESERVATION AREA

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RETENTION POND

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CONSTRUCTION ENTRANCE STABILIZATION

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PERIMETER DITCH

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CURB AND GUTTER

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PAVED ROAD SURFACE

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ROCK OUTLET PROTECTION

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REINFORCED SOIL RETAINING SYSTEM

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GABION

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SEDIMENT BASIN

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TEMPORARY SEED / SOD

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PERMANENT SEED / SOD

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MULCH

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HAY BALES

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GEOTEXTILE

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RIP-RAP

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TREE PROTECTION

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DETENTION POND

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RETENTION POND

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WASTE DISPOSAL / HOUSEKEEPING

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DAM

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SAND BAG

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OTHER

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OBSERVATIONS OR MAINTENANCE ACTIONS TAKEN

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INSPECTED BY

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NE 148TH TERRACE OVER MILL CREEK BRIDGE REPAIR

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MARION COUNTY

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INSPECTION FREQUENCY: WEEKLY OR AFTER 0.50 INCHES OF RAIN

AutoCAD SHX Text ALL CONTRACTOR(S) AND/OR SUB-CONTRACTOR(S) RESPONSIBLE FOR COMPLYING WITH THIS STORMWATER POLLUTION PREVENTION PLAN SHALL SIGN THE CERTIFICATION STATEMENT BELOW. MULTIPLE COPIES OF THIS CERTIFICATION STATEMENT MAY BE NECESSARY DEPENDING ON THE NUMBER OF SUB-CONTRACTORS ASSOCIATED WITH THE PROJECT.

AutoCAD SHX Text I CERTIFY, UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC STORMWATER PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER.

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DATE

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BRIDGE CURB CUT

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DRAINAGE AREA

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LOCATION OF DISCHARGE POINT

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RECEIVING WATERS

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POST DA-2

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STA XX+XX.XX LT

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MILL CREEK

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STORMWATER POLLUTION PREVENTION PLAN

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POST DA-3

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STA XX+XX.XX RT

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MILL CREEK

MILL CREEK

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001 j:

n e th b ri d g e re p a ir p ro d u c ti o n C iv il\ S h e e ts C .0

T yp ic a l S e c ti o n s.

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:5 :5

P M T in o

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6.5'-11' TRAVEL LANE

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6.5'-11' TRAVEL LANE

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NATURAL GROUND

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RIGHT-OF-WAY (60' APPROXIMATE)

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PAVED ROADWAY

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NATURAL GROUND

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VARIES (1:2 MAX)

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7' CLEAR ZONE

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TURF

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VARIES (1:2 MAX)

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7' CLEAR ZONE

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TURF

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SOD

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2" MISC. ASPHALT

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TURF

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SOD

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DIST. VARIES

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VARIES (1:2 MAX)

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TYPICAL SECTION 1 N.T.S STA 10+00 TO STA 11+40.63 STA 12+40.32 TO STA 13+80

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TYPICAL SECTIONS

AutoCAD SHX Text SHOULDER AND GUARDRAIL DETAIL N.T.S STA 10+30.00 TO STA 11+40.63 STA 12+40.32 TO STA 13+50.95

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TRAFFIC DATA ADT 2022 = 414 POSTED SPEED = 30 MPH

TRAFFIC DATA ADT 2022 = 414 POSTED SPEED = 30 MPH

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001 j:

n e th b ri d g e re p a ir p ro d u c ti o n C iv il\ S h e e ts C .0

T yp ic a l S e c ti o n s.

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:5 :0

P M T in o

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6.5' TRAVEL LANE

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VARIES

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2" MISC. ASPHALT

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SURFACE COURSE 1.5" TYPE SP-12.5 SUPERPAVE ASPHALT CONCRETE

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13' MILLING & RESURFACING

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RIGHT-OF-WAY (60' APPROXIMATE)

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EXISTING BASE

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EXISTING SUBGRADE

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SOD

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VARIES (1:2 MAX)

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VARIES

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2" MISC. ASPHALT

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SOD

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VARIES (1:2 MAX)

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SOD

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TRANSITION CURB

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TRAFFIC DATA ADT = 414 DESIGN SPEED = 30 MPH

AutoCAD SHX Text BRIDGE RAIL TO GUARDRAIL DETAIL N.T.S STA 11+49.43 TO STA 11+59.43 STA 12+21.57 TO STA 12+31.57

BRIDGE RAIL TO GUARDRAIL DETAIL N.T.S STA 11+49.43 TO STA 11+59.43 STA 12+21.57 TO STA 12+31.57

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001 j:

n e th b ri d g e re p a ir p ro d u c ti o n C iv il\ S h e e ts C .0

T yp ic a l S e c ti o n s.

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P M T in o

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6.5' TRAVEL LANE

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6.5' TRAVEL LANE

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15' OUT-TO-OUT

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13' CLEAR WIDTH

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1' BRIDGE CURB

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1' BRIDGE CURB

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0.83' RAILING ANCHOR PLATE

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0.83' RAILING ANCHOR PLATE

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SEE BRIDGE CURB DETAIL ON SHEET S3.1

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SURFACE COURSE 1.5" TYPE SP-12.5 SUPERPAVE ASPHALT CONCRETE

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EXISTING BRIDGE

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2.18' BRIDGE RAILING (TYP)

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TYPICAL SECTION 3 N.T.S STA 11+59.43 TO STA 12+21.57

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TRAFFIC DATA ADT = 414 DESIGN SPEED = 30 MPH

OHW

SHEET TITLE:

CLIENT: PROJECT:

DATE:

ENGINEER

OF RECORD:

DRWNNO. DATE

R E V I S I O N S

APPRDESCRIPTION

SHEET NO:

PROJECT NO:

STATE OF

No. 98821JA

MES LEE JONES III

P R

O

FESSIONA L ENGIN

EER

LICENSE

FLORIDA

JAMES LEE JONES III, P.E.

FLORIDA LICENSE NO. 98821

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY JAMES LEE JONES III, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

10/14/2025

NE 148TH TERRACE OVER MILL

CREEK BRIDGE REPAIR

MARION COUNTY

OCALA, FLORIDA

0684-25-001 j:

n e th b ri d g e re p a ir p ro d u c ti o n C iv il\ S h e e ts C .0

R o a d w a y P la n .d w g

:5 :1

P M T in o

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MILL CREEK

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NE 148TH TERRACE

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MILL CREEK BANK

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FLOOD ZONE "A" LIMIT

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MILL CREEK

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MILL CREEK BANK

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NE 148TH TERRACE

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FLOOD ZONE "A" LIMIT

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ROADWAY PLAN

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SCALE 1" =

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AutoCAD SHX Text N

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MATCHLINE NW 67TH RD - STA 12+10NW 67TH RD - STA 12+10

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MATCHLINE NW 67TH RD - STA 12+10NW 67TH RD - STA 12+10

MATCHLINE NW 67TH RD - STA 12+10NW 67TH RD - STA 12+10

9+80 10+00 11+00 12+00

9+80 10+00 11+00 12+00

OCTOBER 2025

SHEET TITLE:

CLIENT:…