13-04 Plans Stanton Weirsdale 250812.pdf

8/12/2025 3:12:09 PM N:\2025\25-0215\Departments\04_Engineering\03_Drainage\25021500000\Drainage\KEYSRD01.dwgCobi Wood

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

SHEET

NO.

INDEX OF CONSTRUCTION PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SUMMARY OF PAY ITEMS

3 GENERAL NOTES

4 DRAINAGE MAP

5 - 6 POND PLAN

7 STORMWATER PLAN PREVENTION NOTES

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CONSTRUCTION PLANS

ENGINEER OF RECORD:

MATTHEW CANTRELL, P.E.

P.E. NO.:97282

COMPANY NAME: NV5,INC

ADDRESS: 11801 RESEARCH DR.

ALACHUA, FL, 32615

CERTIFICATE OF AUTHORIZATION NO.: 05075

COUNTY PROJECT MANAGER:

KEVIN VICKERS, P.E.

COUNTY PROJECT ENGINEER

STEVEN COHOON, P.E.

MARION COUNTY

CONSTRUCTION PLANS

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2024-2025 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs)

Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans

Applicable IRs: IR536-001-01, IR521-001-01

Standard Plans for Bridge Construction are included in the Structures Plans Component

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY2024-2025 Standard Specifications for Road and Bridge Construction at the Following website:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

FINAL PLANS

08/12/2025

Exisiting Proposed

Area (SF) Area (AC) % Area (SF) Area (AC) %

Previous 336,596 7.73 87% 318,790 7.32 82%

Imprevious 52,384 1.20 13% 52,384 1.20 13%

Pond 0 0.00 0% 17,806 0.41 5%

I HEREBY CERTIFY THAT I, MY

SUCCESSORS, AND ASSIGNS

SHALL PERPETUALLY MAINTAIN

THE IMPROVEMENTS AS SHOWN

IN THIS PLAN.

NO CHANGE TO THE WORK AS

SHOWN ON THE APPROVED PLANS

SHALL BE MADE WITHOUT

NOTIFICATION TO AND APPROVAL

BY THE OFFICE OF THE COUNTY

ENGINEER.

SUMMARY OF PAY

ITEMS

STANTON WEIRSDALE

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

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MARION --------

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

SUMMARY OF PAY ITEMS

ITEM NO. LUMP SUM ITEM UNIT QUANTITY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-10-3 SEDIMENT BARRIER LF 625

107-1 LITTER REMOVAL AC 0.82

107-2 MOWING AC 0.82

110-1-1 CLEARING AND GRUBBING AC 0.82

120-1 REGULAR EXCAVATION CY 2991

120-6 EMBANKMENT CY 274

160-4 TYPE B STABILIZATION SY 103

425-1541 INLETS, DT BOT, TYPE D, <10' EA 2

430-174-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD LF 63

430-984-125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 1

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 24

560-10-220 FENCING, TYPE B, 5.1'-6.0', STANDARD LF 697

560-60-222 FENCE GATE, TYPE B, DOUBLE, 6.1' - 12.0' OPENING EA 1

570-1-1 PERFORMANCE TURF SY 795.6

570-1-2 PERFORMANCE TURF, SOD SY 3160.6

580-1-1 LANDSCAPE COMPLETE LS 1

580-1 LANDSCAPE ESTABLISHMENT EA 1

PAY ITEM SPECIFICATIONS SHALL BE AMENDED AND SUPPLEMENTED BY THE MARION COUNTY SPECIAL

PROVISIONS.

PAY ITEM NOTES:

522-2: SHALL BE 6" REINFORCED CONCRETE WITH 6"X6"X#10 WELDED WIRE ELEVATED 2" OFF THE GROUND

AT FORM-UP, OVER 6" STABILIZATION.

580-1-1: PAY ITEM FOR LANDSCAPING INSTALLATION

580-1: PAY ITEM FOR LANDSCAPING ESTABLISHMENT PERIOD

GENERAL NOTESROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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MARION --------

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

1. ALL ROADWAY AND DRAINAGE LAYOUT CONSTRUCTION AND MATERIALS SHALL BE PER PLAN SPEC STANDARDS AND SPECIFICATIONS AND MARION COUNTY LAND DEVELOPMENT CODE AND BID DOCUMENTS. MATERIALS SHALL MEET SPECIFICATIONS AND SHALL BE PRODUCED OR OBTAINED FROM AN APPROVED SOURCE. MATERIALS NOT COVERED UNDER THE STANDARD FDOT SPECIFICATIONS SHALL MEET THE REQUIREMENTS WITHIN THESE

PLANS AND THE RESPECTIVE MANUFACTURER.

2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED. THE CONTRACTOR SHALL NOTIFY MARION COUNTY OFFICE OF THE COUNTY ENGINEER WITHOUT DELAY. ANY SURVEY MONUMENTS REMOVED BY THE CONTRACTOR WITHOUT REFERENCE BEING ESTABLISHED, WILL BE REPLACED BY THE

CONTRACTOR AT HIS EXPENSE.

3. ANY EXISTING BENCHMARKS ARE TO BE REESTABLISHED BY THE CONTRACTOR'S SURVEYOR, IF DISTURBED.

PROJECT CONTROL SHALL BE REINSTALLED AT COMPLETION OF PROJECT.

4. THE CONTRACTOR SHALL UNDERCUT ALL UNSUITABLE MATERIAL ENCOUNTERED AND SHALL BACKFILL WITH CLEAN SUITABLE FILL MEETING FDOT ROAD AND BRIDGE CONSTRUCTION STANDARDS AND SPECIFICATIONS AS DETERMINED NECESSARY AND DIRECTED BY THE ENGINEER. SEE FDOT STANDARD PLANS 120-001 AND 120-002.

5. ALL BORROW MATERIAL (OR EMBANKMENT) SHALL MEET THE REQUIREMENTS OF STANDARD PLANS AND SHALL BE FURNISHED BY THE CONTRACTOR FROM AREAS PROVIDED BY THE CONTRACTOR AND APPROVED BY THE

ENGINEER.

6. THE CONTRACTOR SHALL STOCKPILE TOPSOIL AND CONSTRUCTION MATERIALS IN SAFE AREAS ACCEPTABLE TO THE COUNTY ENGINEERING DIVISION. NO MATERIAL IS TO BE WIND-ROWED ON THE PAVEMENT OR SHOULDERS

OR WITHIN ANY ENVIRONMENTALLY SENSITIVE AREAS.

7. ONE TRAVEL LANE AND RESIDENTIAL ACCESS MUST REMAIN OPEN AT ALL TIMES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO LAWFULLY REMOVE, TRANSPORT AND DISPOSE OF ALL MATERIALS

NOT SALVAGED TO OWNER. EXCESS FILL MATERIAL SHALL BE UTILIZED TO THE FULLEST EXTENT POSSIBLE.

REMAINING FILL SHALL, AT COUNTY OPTION, BE SALVAGED TO THE COUNTY AT AN APPROVED LOCATION FOR

STOCKPILING. ALL DISTURBED AREAS SHALL BE STABILIZED BY SOD.

9. ALL WATER, EQUIPMENT, MATERIALS, SUPPLIES, PRIME MATERIAL, COVER MATERIAL, ETC. INCLUDING NECESSARY MEANS, METHODS, SURVEYING AND MOT SHALL BE INCLUDED IN BID PRICE(S). OMISSIONS BY CONTRACTOR WILL NOT SERVE AS JUSTIFICATION FOR APPROVAL OF ADDITIONAL COMPENSATION.

10. CONTRACTOR IS TO PROVIDE ALL REQUIRED SUBMITTALS AS PER BID DOCUMENTS FOR REVIEW AND APPROVAL

BY COUNTY BEFORE ANY WORK IS TO COMMENCE ON THE RELEVANT PHASE OF THE PROJECT.

11. ALL ITEMS AS SHOWN ON THE PLANS MAY BE INCREASED. DECREASED OR OMITTED AS DIRECTED BY THE

ENGINEER OR THE AUTHORIZED REPRESENTATIVE.

12. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES WITHIN THE PROJECT LIMITS SHALL BE PROTECTED AND ADJUSTED WHERE NECESSARY TO MATCH PROPOSED FINISH

GRADES.

13. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ADJACENT PROPERTIES, AND EXISTING STRUCTURES OR FACILITIES ABOVE OR

BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED.

14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY OWNER ANY NECESSARY UTILITY FIELD LOCATION OR RELOCATION, AS REQUIRED. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.

ACTUAL LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR.

15. CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA, INC. (1-800-432-4770) AND UTILITY OWNERS LISTED HEREIN, 48 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION AT THE JOB SITE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE PASSAGE OF TRAFFIC AND PROTECTION OF

HIS WORK FORCE THROUGHOUT THE PROJECT.

2. WORK ZONE TRAFFIC CONTROL SHALL ADHERE STRICTLY TO THE REQUIREMENTS OF THE FDOT STANDARD PLANS 102-600 SERIES, PART 6 OF THE MUTCD AND ANY SPECIFIC INSTRUCTIONS OF THE COUNTY.

NONCOMPLIANCE WITH THESE STANDARDS WILL SERVE AS JUST CAUSE FOR STOPPING WORK AT NO EXPENSE

TO OWNER.

3. ONE TRAFFIC LANE MAY BE CLOSED DURING WORKING HOURS ONLY. CONTRACTOR IS TO CHECK AND MAINTAIN ON A DAILY BASIS ALL SIGNS, FLASHING LIGHTS, STRIPING AND OTHER ITEMS AS REQUIRED BY THE

MAINTENANCE OF TRAFFIC PLAN.

4. THE CONTRACTOR'S PROPOSED SEQUENCE OF OPERATIONS AND SPECIFIC MAINTENANCE OF TRAFFIC PLANS

SHALL BE REVIEWED BY THE CITY PRIOR TO THEIR IMPLEMENTATION.

5. ALL ABOVE GROUND OBSTRUCTIONS WITHIN THE CLEAR ZONE OF TEMPORARY OR PERMANENT LANES SHALL BE MARKED AND PROTECTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS OR SPECIFIC

INSTRUCTIONS OF COUNTY.

6. TEMPORARY LANES SHALL BE STABILIZED AND SUITABLE FOR PASSENGER VEHICLES DURING ALL WEATHER

CONDITIONS.

7. CONTRACTOR SHALL PROVIDE AN MOT PLAN TO THE COUNTY AND RECEIVE APPROVAL 48 HOURS PRIOR TO

IMPLEMENTING THE MOT.

1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE ON-SITE EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF-SITE PROPERTY. THE FOLLOWING PRACTICES SHALL BE

EMPLOYED:

2. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER FOOT INDEX NO. 570-001 TO PREVENT OFF-SITE

DISCHARGE OF SEDIMENTS.

3. TEMPORARY SEED AND MULCH SHOULD BE USED TO CONTROL ON-SITE EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT VEGETATION SHALL BE PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL (IF APPLICABLE). SOD SHALL BE PINNED AS REQUIRED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION PROTECTION AT THE END OF EACH WORKING DAY.

4. ALL SLOPES STEEPER THAN 3H:1V REQUIRE LAPPED OR PEGGED SOD.

5. ALL INLET STRUCTURES AND PIPES SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET PROTECTION AS DEFINED BY

THESE PLANS OR THE FDOT STANDARDS.

6. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL. TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT VEGETATION CAN BE APPLIED.

7. ALL SYNTHETIC BALES, SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONCE VEGETATION IS FULLY ESTABLISHED. CONTRACTOR SHALL REPLACE ANY PERFORMANCE TURF THAT DOES NOT

ESTABLISH.

GENERAL NOTES:

MAINTENANCE OF TRAFFIC BY CONTRACTOR:

EROSION AND SEDIMENTATION CONTROL:

NOTE: EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO ANY SITE EXCAVATION AND/OR FILLING AND SHALL REMAIN IN

PLACE UNTIL SITE EXCAVATION IS COMPLETE AND VEGETATION ESTABLISHED.

1. PERFORMANCE TURF, SOD TYPE SHALL BE BAHIA FOR THE ENTIRE PROJECT.

2. BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED WITHIN THE LIMITS OF THE PROJECT.

1. ALL TESTING SHALL BE PERFORMED BY A LICENSED/CERTIFIED LABORATORY. UPON SELECTION, THE LABORATORY SHALL BE APPROVED IN WRITING BY THE COUNTY PRIOR TO BEGINNING ANY ON-SITE TESTING OR MATERIAL COLLECTION.

2. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE OFFICE OF THE COUNTY ENGINEER. PASSING RESULTS WILL BE REQUIRED

PRIOR TO BEGINNING THE NEXT PHASE OF CONSTRUCTION.

3. THE COUNTY SHALL BE NOTIFIED NO LESS THAN 24 HOURS IN ADVANCE FOR SCHEDULING INSPECTION OF PERTINENT STAGES OF

CONSTRUCTION.

4. PERFORM COMPACTION TESTING FOR CULVERTS AS DESCRIBED IN SECTION 125, FDOT SPECIFICATIONS, LATEST EDITION. A MINIMUM OF ONE TEST ON EACH SIDE OF THE CULVERT PER LIFT IS REQUIRED FOR THE BEDDING AND COVER ZONE. A MINIMUM OF ONE TEST PER LIFT IS REQUIRED IN THE TOP ZONE. PERFORM ADDITIONAL TESTING AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE.

5. PERFORM MODIFIED PROCTOR AND LBR TESTING FOR STABILIZED SUBGRADE AT A FREQUENCY OF ONE TEST PER LIFT PER 1,000 FT OF ROADWAY, OR AT A MINIMUM OF TWO TESTS PER ROADWAY SEGMENT, WHICHEVER IS GREATER. LIMEROCK BEARING RATIO VALUE SHALL

EQUAL OR EXCEED 40, NO UNDER TOLERANCE PERMITTED.

MISCELLANEOUS NOTES:

TESTING REQUIREMENTS:

1. GRASSING - SEEDING AND SODDING: SECTION 570 OF FDOT SPECIFICATIONS

2. MAINTENANCE OF TRAFFIC: MUTCD AND FDOT STANDARD PLANS 102-600

3. DRAINAGE EXCAVATION AND FILL: FDOT STANDARD PLANS 524-001. SECTION 524 OF FDOT

SPECIFICATIONS

4. CULVERTS: FDOT STANDARD PLANS 430-022. SECTION 430 OF FDOT SPECIFICATIONS

5. DRAINAGE STRUCTURES: FDOT STANDARD PLANS 425-062 AND 430-022. SECTION 425 AND 430

OF FDOT SPECIFICATIONS

6. MARION COUNTY SPECIAL PROVISIONS INCLUDED IN THE BID DOCUMENTS

GOVERNING SPECIFICATIONS:

STANTON WEIRSDALE

WATERSHED TIME

OF CONCENTRATION

= 34 MIN

WATERSHED = 8.93 AC

S-3

FDOT INDEX 430-022

18IN MES

S-1

FDOT INDEX 425-052

DBI TYPE D

PROPOSED POND

S-2

FDOT INDEX 425-052

DBI TYPE D

DRAINAGE MAP

STANTON WEIRSDALE

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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MARION

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

N

1"

SE HWY 42

SE

RD

A

VE

R D

S-(1) Index No. 425-052 - Ditch Bottom Inlet - Type D

FL 73.00 SW

RIM ELEV 75.95

N SLOT 75.45 - 2' WIDE

S-(3) Index No. 430-022 - Side Drain MES - Single Round Conc. Pipe

FL 69.00 E

36 LF OF 18" RCP

PROP. 6" CONC.

ACCESS DRIVEWAY

PROP. DITCH

PROP. 2' DITCH BOTTOM

PROP. DITCH

PROP. 2' DITCH BOTTOM

PROPOSED POND

EX. RIGHT OF WAY

PROPERTY LINESPROPERTY LINES

PROPERTY LINES

SILT FENCE TYP.

CHAIN LINK FENCE WITH

A 12' DOUBLE GATE

CENTERED AT DRIVEWAY75

R 3 3'

R 70'R

R 39'

N 90° 00' 00" E

82.48

N 89° 57' 51" W

127.61

N

' 3 7" E

.3

S

0°

0'

0" E

.0

S-(2) Index No. 425-052 - Ditch Bottom Inlet - Type D

FL 72.25 NE

FL 72.00 W

RIM ELEV 75.00

27 LF OF 18" RCP

START DITCH

END DITCH

BOT = 69.00

POND SECTION A-A

10' MAINTENANCE PATH/BERM 10' MAINTENANCE PATH

SOD

TOP OF BERM

Elev. = 76.0

TOP OF POND

Elev. = 76.0

TOP OF BERM

Elev. = 76.0

TOP OF POND

Elev. = 76.0100 YR 24 HR

DHW: 75.39

25 YR 96 HR

DHW: 75.31

BOT = 69.00

POND SECTION B-B

10' MAINTENANCE PATH/BERM

10' MAINTENANCE PATH

SOD

TOP OF BERM

Elev. = 75.5

TOP OF POND

Elev. = 76.0

TOP OF POND

Elev. = 76.0

TOP OF BERM

Elev. = 76.5

100 YR 24 HR

DHW: 75.39

25 YR 96 HR

DHW: 75.31

POND PLAN

STANTON WEIRSDALE

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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MARION --------

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

STORMWATER MANAGEMENT FACILITY NOTES:

1. IF A CONTINUOUS LIMEROCK FORMATION IS ENCOUNTERED

IN THE BASIN AREA CONTACT THE ENGINEER OF RECORD.

THE LIMEROCK SHALL BE EXCAVATED TO A MINIMUM

DEPTH OF 3 FEET BEYOND THE BASIN UNDERCUT LIMITS.

PROVIDE A SILTY SAND MIX WITH 15 TO 20 PERCENT SOIL

FINES PASSING THE NO. 200 SIEVE AND HYDRAULIC

CONDUCTIVITY VALUES ON THE ORDER OF 3 TO 5 FEET

PER DAY. LABORATORY TESTING SHALL BE PERFORMED ON

THE MIX TO DETERMINE FINAL PRODUCT. NO ADDITIONAL

COMPENSATION SHALL BE CONSIDERED.

2. IF A SOLUTION PIPE SINKHOLE DOES FORM IN THE

STORMWATER BASIN,, THEN THE SINKHOLE SHALL BE

REPAIRED BY BACKFILLING WITH MATERIAL OF

LOWER-PERMEABILITY MATERIAL, SUCH AS CLAYEY SAND

(A2-6). THE MATERIAL SHALL BE COMPACTED AND THE

SINKHOLE REPAIR SHOULD BRING THE SURFACE BACK TO

AN ELEVATION WHICH IS SLIGHTLY ABOVE THE ORIGINAL

BOTTOM, CREATING A SMALL MOUND.

3. EARTHEN BERM SHALL BE CONSTRUCTED WITH SOILS

WITH A MINIMUM OF 15% SOIL FINES PASSING NO. 200

SIEVE. COMPACT BERM TO 95% MAXIMUM DENSITY PER

AASHTO METHOD T-99 WITH MAXIMUM 12” LIFTS. FDOT A-3

SAND (OR ANY OTHER HIGHLY PERMEABLE MATERIAL) SHALL

NOT BE USED.

N

1"

HORIZONTAL 1"=40'

VERTICAL 1"=10'

HORIZONTAL 1"=40'

VERTICAL 1"=10'

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

-4.99%

0.00%

1.82%

-5.13%

-11.64%

0.00%

0.46%

DRIVEWAY

Elev. = 75.6

DRIVEWAY

Elev. = 76.1

DITCH PROFILE

S-(1) Index No. 425-052 - Ditch Bottom Inlet - Type D

FL 73.00 SW

RIM ELEV 75.95

N SLOT 75.45

27 LF OF 18" RCP

S-(2) Index No. 425-052 - Ditch Bottom Inlet - Type D

FL 72.25 NE

FL 72.00 W

RIM ELEV 75.00

VPI STA. +46.27

Elev. = 75.2

POND PLAN

STANTON WEIRSDALE

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

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MARION --------

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

HORIZONTAL 1"=40'

VERTICAL 1"=10'

8'

EX ROAD

6'

UNPAVED

SHOULDER

10'

DITCH

VARIES.06

1:4 1:4

EXISTING GROUND

DITCH TYPICAL

STORMWATER PLAN PREVENTION

NOTES

STANTON WEIRSDALE

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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MARION --------

MATTHEW CANTRELL , P.E.

P.E. LICENSE NUMBER 97282

NV5

11801 RESEARCH DRIVE

ALACHUA , FL 32615

CERTIFICATE OF AUTHORIZATION 05075

THE FOLLOWING NARRATIVE OF THE STORM WATER POLLUTION

PREVENTION PLAN CONTAINS REFERENCES TO THE FDOT SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, THE DESIGN STANDARDS, AND

OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF

THE CONSTRUCTION PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX

TO THE OTHER SHEETS.

THE COMPLETE STORM WATER POLLUTION PREVENTION PLAN INCLUDES

SEVERAL ITEMS:

* THIS NARRATIVE DESCRIPTION,

* THE DOCUMENTS REFERENCED BY THIS NARRATIVE,

* THE CONTRACTOR'S APPROVED EROSION AND SEDIMENT CONTROL PLAN

AS REQUIRED BY FDOT SPECIFICATION SECTION 104

* REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.

1.0 SITE DESCRIPTION

A.) NATURE OF CONSTRUCTION ACTIVITY:

THE WORK ON THIS PROJECT PRIMARILY CONSISTS OF STORMWATER

MANAGEMENT FACILITY AND DITCH CONSTRUCTION

B.) MAJOR SOIL DISTURBING AREAS:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION ACTIVITIES.

THE FOLLOWING IS A LIST OF SOIL DISTURBANCE ACTIVITIES FOR THIS

CONSTRUCTION PROJECT.

1. EARTH WORK ASSOCIATED WITH STORMWATER FACILITY AND DITCHES.

C.) AREA ESTIMATES:

TOTAL SITE AREA: .82 AC

TOTAL AREA TO BE DISTURBED: .82 AC

D.) SITE MAP

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE

LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW:

*DRAINAGE PATTERNS: THE DRAINAGE MAP SHOWS GENERAL DRAINAGE

PATTERNS.

*APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE

TYPICAL SECTION AND THE CROSS SECTION SHEETS.

*AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE

LIMITED TO PROPERTY LINES.

*LOCATION OF TEMPORARY CONTROLS: THESE ARE SHOWN IN THE PLANS

AND ARE REQUIRED AT ALL LOW-LYING AREAS.

*RECEIVING WATERS: SOME OF THE RUNOFF FROM THE PROJECT AREA

DRAINS INTO LOW-LYING AREAS ADJACENT TO THE PROJECT, WHICH

WILL INFILTRATE INTO THE GROUNDWATER TABLE BY PERCOLATION AND

SOME RUNOFF WILL BE CARRIED BY THE ROADSIDE DITCHES.

2.0 CONTROLS

A.) EROSION AND SEDIMENT CONTROLS

EROSION AND SEDIMENT CONTROLS SHALL CONSIST OF TEMPORARY

GRASSING, PERMANENT SEEDING AND SODDING, TEMPORARY MULCHING,

SILT FENCES, FLOATING TURBIDITY BARRIERS, AND SYNTHETIC BALES.

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN

ACCORDANCE WITH FDOT SPECIFICATIONS 104, 120, 570, AND DESIGN

STANDARDS 100-199.

ALL STRUCTURAL PRACTICES SHALL BE CONSTRUCTED PRIOR TO

CONSTRUCTION ACTIVITIES THAT EITHER DIRECTLY OR INDIRECTLY

DISTURB STABILIZED AREAS. STABILIZATION PRACTICES SHALL BE

PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED. BUT IN ANY CASE THEY SHALL BE INITIATED WITHIN SEVEN

(7) DAYS. THE CONTRACTOR SHALL BACKFILL AND TEMPORARILY

STABILIZE WITH SOD WITHIN 48 HOURS OF COMPLETION OF THE

CURING PERIOD FOR BOX CULVERTS OR BOX CULVERT EXTENSIONS,

AND FOR ALL DRAINAGE STRUCTURE MODIFICATIONS.

1.) IN SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO

CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL

STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE

MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST

THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE WITH SPECIFICATION

SECTION 104.

* SEED AND MULCH, AND SOD IN ACCORDANCE WITH SPECIFICATION

SECTION 104.

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.

2.) STRUCTURAL PRACTICES:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR

SHALL DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO

CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE

DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE.

SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING SOIL

UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES SHALL

INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED

BY THE ENGINEER:

* SILT FENCE AND TURBIDITY BARRIER IN ACCORDANCE WITH THE

FDOT FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND

SPECIFICATION SECTION 104, AND AS SHOWN ON SHEET #. NO

MATERIAL SHALL BE STOCKPILED IN EROSION PRONE AREAS.

STANDARDS:

NO MATERIAL SHALL BE STOCKPILED IN EROSION PRONE AREAS.

B.) STORM WATER MANAGEMENT

RUNOFF SHALL BE CONVEYED IN ACCORDANCE WITH FDOT FLORIDA

EROSION AND SEDIMENT CONTROL MANUAL, AND SPECIFICATION

SECTION 104. TYPE III SILT FENCE SHALL BE USED AT CROSS

DRAINS.

C.) OTHER CONTROLS:

WASTE DISPOSAL:

ALL WASTE GENERATED ON THE PROJECT SHALL BE DISPOSED OF

BY THE CONTRACTOR IN AN AREA PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR IS REQUIRED TO DISPOSE OF ALL SOLID WASTE

FROM THE PROJECT IN COMPLIANCE WITH LOCAL, STATE AND

FEDERAL LAWS, BY-LAWS, ORDINANCES, AND REGULATIONS.

OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR

SHALL DESCRIBE THE PROPOSED METHODS FOR MINIMIZING

OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST.

THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING,

UNLESS OTHERWISE APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO THE

FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND

REVIEWER MANUAL.

SANITARY WASTE:

PORTABLE TOILETS SHALL BE PROVIDED AND MAINTAINED BY THE

CONTRACTOR.

FERTILIZERS AND PESTICIDES:

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR

SHALL DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS

AND PESTICIDES. THE PROPOSED PROCEDURES SHALL COMPLY

WITH APPLICABLE SUBSECTIONS OF SECTION 570 OF THE

SPECIFICATIONS.

TOXIC SUBSTANCES:

IN THE SECTION 104 EROSION AND SEDIMENT CONTROL PLAN, THE

CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT

ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN

ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE

AND DISPOSAL OF THESE SUBSTANCES.

THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE

SPECIFICATIONS.

D.) APPROVED STATE, LOCAL PLANS, OR STORM WATER PERMITS:

THIS PROJECT SHALL COMPLY WITH STATE WATER QUALITY

STANDARDS. PERMITS REQUIRED FOR THIS PROJECT IS AN FDEP

NPDES PERMIT. THE CONTRACTOR IS REQUIRED TO COMPLETE, SIGN

AND SEND THE FL DEP NPDES "NOTICE OF INTENT", AND "NOTICE OF

TERMINATION" AS OPERATOR. THE CONTRACTOR IS RESPONSIBLE FOR

PREVENTING DEBRIS FROM ENTERING THE WETLAND. ANY DEBRIS IN

THE WETLAND SHALL BE REMOVED IMMEDIATELY.

3.0 MAINTENANCE

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT

CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN

SHALL AT A MINIMUM, COMPLY WITH THE FOLLOWING:

* SILT FENCE:

MAINTAIN PER SECTION 104. THE CONTRACTOR SHOULD

ANTICIPATE REPLACING SILT FENCE ON 12 MONTH INTERVALS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT

LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF

THE END OF A STORM THAT IS 0.50 INCHES OR GREATER.

TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN

GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE

BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED

AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO

INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE

LATEST STORMWATER POLLUTION PREVENTION PLAN.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY

STABILIZED.

* AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO

PRECIPITATION.

* STRUCTURAL CONTROLS.

* STORMWATER MANAGEMENT SYSTEMS.

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF

INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING

ORDER.

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND

STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION,

RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE

CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED

BY THE ENGINEER.

5.0 NON-STORM WATER DISCHARGES

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL DEWATERING

PERMITS. THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED

NON-STORM WATER DISCHARGES. THE CONTRACTOR SHALL DESCRIBE

THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE

NON-STORM WATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS

CONTAMINATED SOIL OR GROUNDWATER, CONTACT CHW AT (352)

331-1976.