Y25-785_Plan_Set.pdf

PDF 12 MB Posted Jun 11, 2025

Attached to: Jones Avenue Pond Maintenance
Solicitation number: Y25-785
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jul 1, 2025

These construction plans for the Jones Avenue Pond Maintenance project are prepared for Orange County, Florida's Environmental Protection Division, Water Sciences, by Baxter & Woodman, Inc. The project involves comprehensive pond maintenance and restoration, specifically focused on removing emergent vegetation from the pond bottom and side slopes, with a total disturbed area of 14.3 acres. The project will include clearing and grubbing, performance turf sodding, herbicide application, and desilting existing culverts, with key activities such as removing vegetation to elevation 67 ft NAVD, applying approved herbicides, and reshaping side slopes to match existing grades.

The project is estimated to cost $398,345.00, with bids to be electronically submitted through the OpenGov e-Procurement Platform by 4:00 pm EST on Thursday, July 24, 2025. The construction plans detail specific erosion control measures, including silt fence installation, soil tracking prevention, and maintenance of water pollution control devices. The project will be funded through Orange County's Environmental Protection Division, with work to be completed in accordance with Florida Department of Transportation standard specifications and Orange County regulations. The scope includes comprehensive environmental controls, site stabilization, and maintaining uninterrupted access to driveways and side streets throughout the construction process.

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Other files

File	Type	Posted
Jones_Avenue_Pond_Maintenance.pdf	PDF	Jun 16, 2025
Jones_Avenue_Pond_Maintenance.pdf	PDF	Jun 16, 2025
Y25-785_Location_Map.pdf	PDF	Jun 11, 2025
Y25-785_Technical_Provisions.pdf	PDF	Jun 11, 2025
Y25-785_Technical_Provisions.pdf	PDF	Jun 11, 2025
Y25-785_Plan_Set.pdf	PDF	Jun 11, 2025
Y25-785_Special_Provisions.pdf	PDF	Jun 11, 2025
Y25-785_Location_Map.pdf	PDF	Jun 11, 2025
Y25-785_Special_Provisions.pdf	PDF	Jun 11, 2025

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OWNER

PREPARED FOR

ORANGE COUNTY, FLORIDA

O R

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JOB NUMBER 210595

Water Sciences Division

Environmental Protection Orange County

CONSTRUCTION PLANS

Baxter & Woodman, Inc.

SOURCE OF BENCH MARK DATUM

TABLE OF CONTENTS

SHEET NO. DESCRIPTION

1 COVER SHEET

GENERAL NOTES

407-386-2249

200 E. Robinson St., Ste. 555, Orlando, FL 32801

EROSION CONTROL PLAN DETAILS

P.E. Number 35490

Claude L. Cassagnol, P.E.

IMPROVEMENTS.

AS-BUILT SURVEY BY CERTIFIED INDEPENDENT SURVEYOR OF SITE a.

1. SURVEY

MARCH 2025

AS-BUILT REQUIREMENTS

ccassagnol@baxterwoodman.com

407-386-2249

Orlando, FL 32801

200 E. Robinson St., Ste 555

Baxter & Woodman, Inc.

Orlando, FL 32803-3727

Suite 200

3165 McCrory Place

Protection Division

Orange County Environmental

ENGINEER

SHEET

1 of7

48 HOURS BEFORE YOU DIG. TELEPHONE 800-432-4770

CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC.

(FDOT GREEN BOOK) AND "ORANGE COUNTY REGULATIONS AND SPECIFICATIONS."

CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, STATE OF FLORIDA"

ACCORDANCE WITH THE"MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

THE ENGINEER CERTIFIES THAT THESE CONSTRUCTION PLANS WERE PREPARED IN

AND CROSS SECTIONS

SUMMARY OF PAY ITEMS

PROPOSED CONDITIONS PLAN

EROSION CONTROL PLAN5

SURVEY SHEET (ORANGE COUNTY)7

COMMISSIONERS

BOARD OF COUNTY

DISTRICT 3

DISTRICT 5

MAYRA URIBE

KELLY MARTINEZ SEMRAD

CHRISTINE MOORE DISTRICT 2

MARIBEL G. CORDERO DISTRICT 4

JERRY L. DEMINGS, COUNTY MAYOR

MICHAEL SCOTT DISTRICT 6

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

AS AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION DATED 2024-2025 RELEASED 04/03/2024,

AND STANDARD SPECIFICATIONS FOR ROAD AND

STANDARD PLANS DATED 2024-2025 RELEASED 7/11/2024,

FLORIDA DEPARTMENT OF TRANSPORTATION

GOVERNING STANDARDS AND SPECIFICATIONS:

NOTE:

ENGINEER:DATE: REG. NO.

State of Florida

TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES.

HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT OF

STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM

OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE

CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED

35490

CLAUDE L. CASSAGNOL, P.E.

CERTIFICATION TO PLANS

ELE= 72.164' (88 DATUM)

E= 454104.1453 N= 1598836.9788

SET 5/8" REBAR WITH O.C. TRAVERSE CAP

SITE BM#3:

ELE= 72.971' (88 DATUM)

E= 453450.8404 N= 1598915.4397

SET 5/8" REBAR WITH O.C. TRAVERSE CAP

SITE BM#2:

ELE= 72.366' (88 DATUM)

E= 452838.8193 N= 1598823.8028

SET 5/8" REBAR WITH O.C. TRAVERSE CAP

SITE BM#1:

ELE= 72.245' (88 DATUM)

E= 456960.3810 N= 1598893.8140

POINT 10 JONES AVENUE STORMWATER MASTER PLAN STA. 129-79.11).

SOUTH OF THE EDGE PAVEMENT OF JONES AVENUE (CONTROL

FOUND 5/8" REBAR CAP TRAVERSE POINT (LB2648) +/- 2'

POINT #1001:

ELE= 72.782' (88 DATUM)

E= 455391.5120 N= 1598886.7520

FOUND 5/8" REBAR CAP TRAVERSE POINT (LB2648)

POINT #1000:

ELE= 72.340' (88 DATUM)

E= 457880.46812 N= 1598880.32026.

DATUM REFERENCED TO THE FOLLOWING BENCH MARKS.

1. ALL ELEVATIONS SHOWN HEREON ARE FROM ORANGE COUNTY IN 88

SITE LOCATION

UTILITIES:

FOR

JONES AVENUE POND MAINTENANCE

DISTRICT 1NICOLE H. WILSON

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

JOSEPH KUNKEL, P.E. PUBLIC WORKS DIRECTOR

RENEE H. PARKER, LEP MANAGER, ORANGE COUNTY

ENVIRONMENTAL

PROTECTION DIVISION

800-778-9140

DUKE ENERGY

WATER/SEWER:

GAS:

POWER:

407-738-2464

CITY OF APOPKA

407-955-1812

LAKE APOPKA NATURAL GAS

LOCATION

PROJECT

GENERAL NOTES

UTILITIES ARE TO BE ADJUSTED BY OTHERS OR AS DIRECTED BY THE ENGINEER.

ALL (P.R.M.'s) IRONS AND MONUMENTS SHOWN ON PLANS, OR FOUND, SHALL BE

PRESERVED. THOSE SHOWN IN PROPOSED PAVEMENT SHALL BE PROTECTED WITH

A CAST IRON VALVE BOX.

ANY U.S.C. AND G.S. MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED.

PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE

PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR

DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE

NOTIFICATION.

THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR. APPROVALS OF DISPOSAL SITES SHALL BE OBTAINED FROM ORANGE

COUNTY PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OF THE

CONTRACTOR.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST

AND BRIDGE CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO, AND ORANGE

COUNTY ROAD CONSTRUCTION SPECIFICATIONS.

MATCH EXISTING TYPE SOD UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

OF UNDERGROUND AND OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND

SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE

CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION

OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS

RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION.

PRIOR TO ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF

DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE

SUBMITTED TO THE ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY FOR

PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO

VERIFYING THE BENCHMARK ELEVATIONS AND THE REFERENCE POINT TIES SHOWN

ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT,

COVERED WITH AN ASPHALTIC MASTIC COATING, AND WRAPPED WITH A

CONSTRUCTION SPECIFICATIONS.

OTHERWISE NOTED.

ALL MANHOLE COVERS SHALL INCLUDE THE ORANGE COUNTY LOGO AND BE IDENTIFIED

AS "ORANGE COUNTY SANITARY", "ORANGE COUNTY STORM", OR "ORANGE COUNTY

SOD ALL DISTURBED AREAS UNLESS OTHERWISE SHOWN ON THE PLANS. SOD SHALL

SAFETY ACT", TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS,

AND CONSTRUCTION PERSONNEL DURING CONSTRUCTION OF THE PROJECT.

ORANGE COUNTY HIGHWAY CONSTRUCTION DIVISION A SET OF FIELD NOTES

A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE POINT

TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT SHALL BE PROVIDED WITH

THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED ON ORANGE COUNTY DATUM.

REGISTERED IN THE STATE OF FLORIDA.

ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR

IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, ORANGE

SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF TELEPHONE

ALL DRAINAGE PIPES SHALL BE STEEL REINFORCED CONCRETE PIPE, CLASS III, UNLESS

ON THE TITLE SHEET, SURVEY CONTROL SHEET, AND PLAN/PROFILE SHEETS, AND/OR

STRINGENT REQUIREMENT OF THE PROJECT SPECIFICATIONS, THE YEAR 2024 EDITION OF

WATER", AS APPROPRIATE. (SEE STANDARD DRAWINGS AND DETAILS SHEET)

MS 110

BUREAU OF SURVEY AND MAPPING

STATE GEODETIC ADVISOR,

3900 COMMONWEALTH BLVD.

TALLAHASSEE, FL 32399-3000

FAX: (850) 245-2645

PHONE: (850) 245-2555

FAX: (407) 836-8033

PHONE: (407) 836-7900

PUBLIC WORKS DEPT.

ENGINEERING DIVISION,

ORANGE COUNTY SURVEYOR

4200 S. JOHN YOUNG PARKWAY

ORLANDO, FL 32839-9205

COUNTY SURVEY SECTION AT 407-836-7947, AND BOTH SHALL NOTIFY:

THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD

ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM WITH THE PROVISIONS

THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

1-800-432-4770.

RESOLUTION. SUNSHINE STATE ONE CALL MUST BE NOTIFIED FOR LOCATES AT

SOD ALL SLOPES ABOVE NORMAL WATER ELEVATION OF 67 AS SHOWN ON THE PLANS.

COUNTY SURVEYOR, WITHOUT DELAY, BY TELEPHONE (407-836-7900). THE CONTRACTOR

CONSTRUCTION MATERIALS IN TURBID WATERS, WATERWAYS, OR OFFSITE AREAS.

CONTRACTOR WILL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE OF

HAS BEEN ESTABLISHED. MEASURES SHOWN ARE THE MINIMUM REQUIRED, AND THE

REQUIRED UNTIL THE CONTRACT IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION

MUST REMAIN IN PLACE AND IN GOOD CONDITION AT ALL LOCATIONS SHOWN IN PLANS OR AS

BARRIERS, SYNTHETIC BALES, AND ALL OTHER EROSION AND SEDIMENT CONTROL DEVICES

PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. SILT FENCE, ROCK BAGS, TURBIDITY

REQUIREMENTS OF THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION,

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED IN ACCORDANCE WITH THE

OF TITLE XXXIII, PART III OF CHAPTER 553, F.S., ALSO KNOWN AS THE "TRENCH

AT ALL TIMES AND TO NOTIFY PROPERTY OWNERS FIVE DAYS PRIOR TO STARTING CONSTRUCTION.

CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDESTREETS

LENGTHS INSTALLED.

MEASUREMENT OF DRAINAGE PIPE FOR PAYMENT SHALL BE DETERMINED FROM ACTUAL

FILTER FABRIC MATERIAL PER SECTION 13.07 OF THE ORANGE COUNTY ROAD

G E

N E

R A

L N

O T

E S

THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO

WORKING DAYS PRIOR TO EXCAVATION AS REQUIRED BY CHAPTER 553.851 AND

556.105 OF THE FLORIDA STATUTES.

LIMITS OF CONSTRUCTION ARE TO REMAIN UNLESS OTHERWISE NOTED.

ALL EXISTING DRAINAGE PIPE AND STRUCTURES AND UTILITIES WITHIN THE

ALLEVIATED, SHALL BE BROUGHT TO THE ATTENTION OF THE ORANGE COUNTY PROJECT MANAGER.

ANY DRAINAGE PROBLEM CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION, NOT

CONSTRUCTION ACTIVITIES.

PROJECT MANAGER AND SURVEYOR OF THE CONDITIONS PRIOR TO COMMENCING HIS

ANYDISCREPANCIES SHOULD BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY

PRIOR TO THEIR USE DURING CONSTRUCTION WITH THE ORANGE COUNTY SURVEY DEPARMENT. IF

THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS 22

HIS BID PRICING ACCORDINGLY.

AND FULLY SATISFY HIMSELF OF BOTH THE SURFACE AND SUBSURFACE CONDITIONS AND BASE

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE SITE CONDITIONS OF THE PROJECT 23

ITEM OF WORK.

INCIDENTAL TO OTHER CONSTRUCTION WITH NO EXTRA COMPENSATION BEING ALLOWED FOR THIS

EQUAL TO OR SUPERIOR TO THAT EXISTING PRIOR TO COMMENCEMENT OF WORK. COST SHALL BE

THE CONTRACTOR SHALL RESTORE ALL PROPERTY DISTURBED BY CONSTRUCTION TO A CONDITION 24

CLEANED OF DEBRIS AND ERODED MATERIAL AT LAST STAGES OF CONSTRUCTION.

ALL STORM SEWER LINES AND INLETS SHALL BE MAINTAINED DURING CONSTRUCTION AND

REQUIRED CROSS SECTION.

BACKFILL WITH SUITABLE MATERIAL WHICH SHALL BE COMPACTED AND SHAPED TO THE

THE PROJECT ENGINEER, UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL AND

WHERE MUCK, ROCK, CLAY, ORGANICS, OR OTHER MATERIAL ENCOUNTERED IS, IN THE OPINION OF

MATERIAL SHALL BE USED FOR FILL UNLESS SPECIFICALLY ALLOWED.

OTHER SUITABLE MATERIAL APPROVED BY THE PROJECT ENGINEER. NEITHER ORGANIC NOR PEAT

MATERIAL USED FOR EMBANKMENT SHALL CONSIST OF SAND, GRAVEL, A MIXTURE THEREOF, OR

THE WORK.

NECESSARY CHANGES SHALL BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN

VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, AND ANY

SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWING AND SPECIFICATIONS ARE AT

REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND

THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ALL DIMENSIONS ARE GIVEN IN FEET UNLESS OTHERWISE NOTED.

CONTRACT WITH THE CONTRACTOR.

AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A

AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR

THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS

PROTECTED, LOCATED OR ADJUSTED.

ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED,

OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT

TELEGRAPH FACILITIES SUCH AS PIPING, WIRES, CABLES, CONDUITS, POLES, WIRE GUYS, OR

OWNING OR CONTROLLING WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV, AND

GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, SERVICE COMPANIES, AND CORPORATIONS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH

APPLICABLE FEDERAL, STATE AND LOCAL BUILDING AND SAFETY CODES, LAWS AND ORDINANCES.

GOVERNED BY THE PLANS, APPLICABLE PERMITS, AND SPECIFICATIONS HEREIN, AND ALL

UNLESS OTHERWISE SPECIFIED IN THE GENERAL CONDITIONS, ALL CONSTRUCTION IS TO BE 32

SHALL IMMEDIATELY NOTIFY THE OWNER OR OWNER'S AGENT.

IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE

FACILITIES FOR ACCESS AND INSPECTION.

AT ALL TIMES HAVE ACCESS TO THE WORK. THE CONTRACTOR SHALL PROVIDE PROPER

THE OWNER, OWNER'S AGENT AND INSPECTOR OF APPLICABLE GOVERMENT JURISDICTION, SHALL

IS PREVENTED.

AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL

STORMWATER PONDS) CONTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLE

PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES OR

GOVERN.

CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION SHALL

REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF

LIKE ITEMS USED IN THE WORK SHALL CONFORM TO APPLICABLE SAFETY CODES AND

ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND

THE CONDITION TO OWNER IN WRITING.

MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AFFECTED AREA AND REPORT

A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS

PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN

IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY

SPILL ON PERSONS OR PROPERTY, AND BE RESPONSIBLE FOR ALL CLEANUP COSTS.

TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH

OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL

ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE

THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK

CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTOR SHALL NOT CAUSE

MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY.

APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO

RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE

CONTRACTOR SHALL IMMEDIATELY SO INFORM OWNER IN WRITING. IN THE EVENT OF ANY SPILL, HAZARDOUS MATERIAL ON OR ABOUT THE JOB SITE IN VIOLATION OF THIS PARAGRAPH, SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY

WOODMAN TO JOIN THE THREE SURVEYS TOGETHER AT THE OVERLAPPING AREAS.

https://floridagio.gov/pages/lidar-resources. SLIGHT ADJUSTMENTS WERE MADE BY BAXTER &

67.0, AND LIDAR SURVEY FROM FLORIDA GEOGRAPHIC INFORMATION WEBSITE

WORKS SURVEY SECTION, A BATHYMETRIC SURVEY BY ERD, INC. FOR THE ELEVATIONS BELOW

TOP OF BANK AND SIDESLOPES TO ELEVATION 67.0 NAVD PERFORMED BY ORANGE COUNTY PUBLIC

THE EXISTING CONDITION MAP IS BASED ON A COMBINATION OF A FIELD SURVEY FOR THE POND

CONTRACTOR SHALL BE IN MATERIAL DEFAULT OF THIS CONTRACT.

PERIOD SPECIFIED BY ANY GOVERNMENTAL AGENCY, WHICHEVER PERIOD IS SHORTER,

ISSUES SUCH WRITTEN NOTICE OF NONCOMPLIANCE OR WITHIN THE TIME OF AN ABATEMENT

REQUIREMENTS OF THE PARAGRAPH WITHIN TWENTY-FOUR (24) HOURS FROM THE TIME OWNER

CONTRACTOR. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS FAIL TO COMPLY WITH THE

SHEET, OWNER MAY, BUT IS NOT OBLIGATED TO, GIVE WRITTEN NOTICE OF VIOLATIONS TO

IF CONTRACTOR OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THE REQUIREMENTS OF THIS

WATER OR RUNOFF.

IMPROVEMENTS, OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH

EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN RIVERS, STREAMS, CANALS OR

EXTENT REQUIRED TO CONSTRUCT THE IMPROVEMENTS.

CONTRACTOR SHALL PROVIDE CLEARING AND GRUBBING WITHIN THE LIMITS SPECIFIED TO THE

AT LOCATIONS DESIGNATED IN THE PLANS AND/OR DESIGNATED BY THE ENGINEER.

THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ANY NECESSARY

PERMIT REQUIREMENTS. ENVIRONMENTAL CONTROLS SHALL BE USED

SLOPES 3:1 OR STEEPER SHALL BE PEGGED.

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SUMMARY OF PAY ITEMS

ITEM

NUMBER

DESCRIPTION UNIT

QUANTITY TOTAL

PLANS FINAL

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-14 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION LS

110-1-1 CLEARING & GRUBBING AC 14.3

570-1-2 PERFORMANCE TURF (SOD) SY

15,700

PAY ITEM FOOTNOTES

102-1

104-14

110-1-1

570-1-2

PLANS OR AS DIRECTED BY THE ENGINEER.

TO SYNTHETIC BALES, TURBIDITY BARRIERS, SILT FENCES AND TEMPORARY GRASSING AS SHOWN IN THE

INCLUDES THE COST OF ALL ITEMS REQUIRED FOR EROSION CONTROL INCLUDING, BUT NOT LIMITED

UNTIL FINAL PROJECT ACCEPTANCE BY THE COUNTY.

REQUIRED FOR ESTABLISHMENT OF PERMANENT SODDING. ALSO INCLUDES THE COST OF MOWING

INCLUDES THE COST OF SOD (MATCH EXISTING), PEGGING THE SOD, FERTILIZER AND WATER AS

BARRICADES AND REMOVAL OF EXISTING STRIPING & RPM'S.

ALSO INCLUDES THE COST FOR SAWCUTTING EXISTING PAVEMENT OR CONCRETE, TREE PROTECTION

PAVEMENT, BASE, AND TRIMMING OF TREES AND SHRUBS AS REQUIRED TO CONSTRUCT THE PROJECT.

REMOVAL AND DISPOSAL OF SEPTIC TANKS AND DRAIN FIELDS, UNDERGROUND STORAGE TANKS, DRIVEWAYS, STRUCTURES, WALLS, BRICK WALLS, VARIOUS TYPES OF FENCES, CAPPING WELLS, INCLUDES, BUT IS NOT LIMITED TO, THE COST OF REMOVAL AND DISPOSAL OF CONCRETE CURBS, REGISTERED IN THE STATE OF FLORIDA.

BY THE CONTRACTOR SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

SUBMITTED TO AND APPROVED BY THE COUNTY. THE MAINTENANCE OF TRAFFIC PLAN DONE

PLAN SHOWN IN THE CONSTRUCTION PLANS IS FOR INFORMATION ONLY, FINAL PLAN TO BE

DIRECTED TO THE 102-600 INDEX NUMBER. NOTE THAT THE MAINTENANCE OF TRAFFIC

AND THE FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, 2020-2021 EDITION. ATTENTION IS

REQUIRED TO MAINTAIN TRAFFIC DURING CONSTRUCTION IN ACCORDANCE WITH THE MUTCD

VIA HYDRO BLASTING, PORTABLE CHANGEABLE MESSAGE SIGNS, SIGNING, FLAGGERS, ETC.

ALSO INCLUDES ALL TEMPORARY STRIPING, REMOVAL OF EXISTING AND TEMPORARY STRIPING

OF THE PLANS BY ORANGE COUNTY TRAFFIC ENGINEERING AND HIGHWAY CONSTRUCTION.

THE DESIGN OF THE MAINTENANCE OF TRAFFIC PLAN BY THE CONTRACTOR AND APPROVAL

INCLUDES ALL ITEMS OF MAINTENANCE OF TRAFFIC INCLUDING, BUT NOT LIMITED TO,

900-3

900-2

HERBICIDE APPLICATION AC 14.3

INDEMNIFICATION LS 1

900-1 AS-BUILT PLANS LS 1

430-94 DESILT PIPE CULVERTS AND STORM SEWERS LF 782

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D D

B Y

C H

E C

K E

D B

D E

N E

D B

-3

-0

O rl a n d o F

R o b in so n S tr e e t, S u it e

C la u d e L

C a ss a g n o l, P

P .E

N u m b e r

A T

E M

A R

C H

J O

B N

U M

B E

R S

H E

E T

O R

C T

Y \2

-J o n e s A v e n u e A lu m

I n

J o n e s A v e n u e \R o a d w a y

\P o n d

M a in te n a n c e D ra w in g s \3

E S

S U

S u m m a ry o f

P a y

I te m s

C ro s s S e c ti o n

.d g n

E le v a ti o n

Station

SECTION A-A PROFILE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0022+08

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

NWL = 67.0

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

E le v a ti o n

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0017+53

NWL = 67.0

11+00

12+00

13+00

14+00

15+00

16+00 17+00

Station

SECTION C-C PROFILE

E le v a ti o n

10+00 11+00 12+00 13+00 14+00 15+00 15+79

NWL = 67.0

11+00

12+00

13+00

14+00

15+00

Station

SECTION D-D PROFILE

E le v a ti o n

10+00 11+00 12+00 13+00 14+00 15+00 16+0016+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00

NWL = 67.0

11+00

12+00

13+00

14+00

15+00

16+00

Station

SECTION B-B PROFILE

E le v a ti o n

E le v a ti o

P R

O P

O S

E D

C O

N D

N S

P L

A N

1"=60'

68.50

IAC

X X

REMAIN (TYP.)

STRUCTURE TO

EXISTING OUTFALL

LIMITS OF CLEARING AND GRUBBING

NORMAL WATER ELEVATION

LIMITS OF SOD

LEGEND:

ELEVATION OF 67 FT NAVD.

GRADE AND RESODDED TO THE CONTROL

SIDE SLOPE GRADES ARE TO BE MAINTAINED AT THE EXISTING

VEGETATION. THE POND TOP OF THE BANK AND EMBANKMENT

POND SIDE SLOPES AND BOTTOM TO ELIMINATE ANY REMNANT

APPROVED BY ORANGE COUNTY EPD IS TO BE APPLIED TO THE

SIDE SLOPES AND BOTTOM IS TO BE REMOVED. AN HERBICIDE

EXPOSE THE POND BOTTOM. ALL VEGETATION FROM THE POND

SIDE SLOPES. THE CONTRACT0R WILL DEWATER THE POND TO

VEGETATION THAT HAS GROWN IN THE POND BOTTOM AND

THE INTENT OF THE PROJECT IS TO REMOVE THE EMERGENT

xx x

F lo ri d a O ra n g e C o u n ty

B a x te r

W o o d m a n

In c

E S

A V

E N

U E

S T

O R

M W

A T

E R

P O

N D o f

SCALE:

A M

REVISIONS

D A

T E

B Y

D E

S C

L D

C A

D D

B Y

C H

E C

K E

D B

D E

N E

D B

-3

-0

O rl a n d o F

R o b in so n S tr e e t, S u it e

C la u d e L

C a ss a g n o l, P

P .E

N u m b e r

A T

E M

A R

C H

J O

B N

U M

B E

R S

H E

E T

O R

C T

Y \2

-J o n e s A v e n u e A lu m

I n \2

J o n e s A v e n u e \R o a d w a y \P o n d M a in te n a n c e D ra w in g s \4

R M

P R

E x is ti n g C o n d it io n s P la n .d g n

(60' RIGHT OF WAY PER DEED BOOK 512, PAGE 420)(60' RIGHT OF WAY PER DEED BOOK 512, PAGE 420)

LINE

RIGHT OF WAY

LINE

RIGHT OF WAY

65.8

64.6

66.3

67.1

66.9

65.2

65.7

66.2

65.6

66.4

68.8

65.8

67.2

65.8

69.2

65.8

67.4

65.7

67.1

67.8 68.4

60.9

60.8

66.5

64.9

64.7

66.3

64.7 65.2

67.5

W.E.

66.4

W.E.

65.4

W.E.

64.9

W.E.60.2

63.7

SECTION A-A

S E

C T

D -D

SECTION B-B

SECTION C-C

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00

10+00

11+00

12+00 13+00 14+00 15+00 16+00

WETLANDS

POND

EXISTING

WETLANDS

ELEVATION=67

WATER

NORMAL

ELEVATION=67

WATER

NORMAL

JONES AVE

AeccDbCogoPoint (AeccLand130)

AeccDbNetwork (AeccNetwork130) AeccDbStructure (AeccNetwork130)

AeccDbCogoPoint (AeccLand130)

AeccDbStructure (AeccNetwork130)

66.00

66.0

66.00

67.

67.00

68.00 69.00

65.00

60.00

.00

57.0057.00 57.00

.00

56.00

.00

67.00

70.00 70.00

65.00

.0 .0

65.00

54.00

.0 0 55

.00

0 6 .0

67.

LINE

RIGHT OF WAY

68.0 068.00

68.00

68.0

.00

68.00

67.00

68.00

67.00 65.00

60.00

57.00

57.0

55.00

70.

68.

0068.

69.

67.

71.

0071.

56.0

56.00

60.00

65.00

70.00

67.00

56.00

60.00

65.00

70.00

71.00

71.0075.00

71.00

70.00

65.00

58.00

58.0

60.00

65.00

70.00

75.00

77.00 75.00

65.00

70.00

57.00

.00

65.00

67.

.00

69.00

67.00

AeccDbCogoPoint (AeccLand130)

69.00

.00

69.00

AeccDbCogoPoint (AeccLand130)

70.00

70.0

AeccDbCogoPoint (AeccLand130)

.00

AeccDbCogoPoint (AeccLand130)

JONES AVE

E R

O S

C O

N T

R O

L P

L A

1"=60'

68.50

IAC

X X

CONSTRUCTION ENTRANCE

DEVICES AT THE

TRACKING PREVENTION

PROVIDE SOIL

CONTRACTOR TO

SILT FENCE

NORMAL WATER EL. = 67.0'

SILT FENCE

NORMAL WATER EL. = 67.0'

REMAIN (TYP)

STRUCTURE TO

EXISTING OUTFALL

LIMITS OF CLEARING AND GRUBBING

ELEVATION=67

WATER

NORMAL

ELEVATION=67

WATER

NORMAL

SILT FENCE

DEWATERED

POND HAS BEEN

PROTECTION WHEN

TEMPORARY RIPRAP

PROVIDE 20' X 10'

CONTRACTOR TO

SILT FENCE

LIMITS OF CLEARING AND GRUBBING

SILT FENCE

CONSTRUCTION ENTRANCE

INLET PROTECTION

LEGEND:

INLET PROTECTION

bgugliot@sjrwmd.com.

BEN GUGLIOTTI AT 407-215-1476 OR

NOTIFY THE LAKE APOPKA LAND MANAGER

THE WILDLIFE DRIVE AND CONTRACTOR MUST

CONTRACTOR MUST NOT BLOCK ENTRY/EXIT OF

NOTE: IF WORK TAKES PLACE ON FRIDAY,

LEVEL CANAL ROAD

WEST SIDE OF THE LAKE

THE EXISTING CANAL ON THE

EXISTING STRUCTURE INTO

EXISTING POND THROUGH THIS

ROUTE THE WATER IN THE

FOR DEWATERING THE POND,

DEWATERED

POND HAS BEEN

PROTECTION WHEN

TEMPORARY RIPRAP

PROVIDE 10' X 10'

CONTRACTOR TO

EACH

CULVERTS 3 @ 140 LF

DESILT EXISTING

CULVERT 73 LF

DESILT EXISTING

AND NO LONGER IN USE

THIS EXISTING INLET IS BLOCKED

EACH

CULVERTS 3 @ 65 LF

DESILT EXISTING

CULVERT 94 LF

DESILT EXISTING

xx x

F lo ri d a O ra n g e C o u n ty

B a x te r

W o o d m a n

In c

E S

A V

E N

U E

S T

O R

M W

A T

E R

P O

N D o f

SCALE:

REVISIONS

D A

T E

B Y

D E

S C

L D

C A

D D

B Y

C H

E C

K E

D B

D E

N E

D B

-3

-0

O rl a n d o F

R o b in so n S tr e e t, S u it e

C la u d e L

C a ss a g n o l, P

P .E

N u m b e r

A T

E M

A R

C H

J O

B N

U M

B E

R S

H E

E T

O R

C T

Y \2

-J o n e s A v e n u e A lu m

I n \2

J o n e s A v e n u e \R o a d w a y \P o n d M a in te n a n c e D ra w in g s \5

W P

P R

E ro s io n C o n tr o l

P la n .d g n

(60' RIGHT OF WAY PER DEED BOOK 512, PAGE 420)(60' RIGHT OF WAY PER DEED BOOK 512, PAGE 420)

LINE

RIGHT OF WAY

LINE

RIGHT OF WAY

65.8

64.6

66.3

67.1

66.9

65.2

65.7

66.2

65.6

66.4

68.8

65.8

67.2

65.8

69.2

65.8

67.4

65.7

67.1

67.8 68.4

60.9

60.8

66.5

64.9

64.7

66.3

64.7 65.2

67.5

W.E.

66.4

W.E.

65.4

W.E.

64.9

W.E.60.2

63.7

SECTION A-A

S E

C T

D -D

SECTION B-B

SECTION C-C

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00

10+00

11+00

12+00 13+00 14+00 15+00 16+00

WETLANDS

POND

EXISTING

WETLANDS

JONES AVE

AeccDbCogoPoint (AeccLand130)

AeccDbNetwork (AeccNetwork130) AeccDbStructure (AeccNetwork130)

AeccDbCogoPoint (AeccLand130)

AeccDbStructure (AeccNetwork130)

AeccDbCogoPoint (AeccLand130)

66.00

66.0

66.00

AeccDbCogoPoint (AeccLand130)

Pipe - (15) INVERT:61.19' 18" RCP

DROP INLET - (1)

AeccDbCogoPoint (AeccLand130)

67.

67.00

68.00 69.00

65.00

60.00

.00

57.0057.00 57.00

.00

56.00

.00

67.00

70.00 70.00

65.00

.0 .0

65.00

54.00

.0 0 55

.00

0 6 .0

AeccDbCogoPoint (AeccLand130)

Pipe - (14) INVERT:61.65' 30" RCP

Pipe - (13) INVERT:61.65' 30" RCP

DROP INLET - (2)

67.

LINE

RIGHT OF WAY

68.0 068.00

68.00

68.0

.00

68.00

67.00

68.00

67.00 65.00

60.00

57.00

57.0

55.00

70.

68.

0068.

69.

67.

71.

0071.

56.0

56.00

60.00

65.00

70.00

67.00

56.00

60.00

65.00

70.00

71.00

71.0075.00

71.00

70.00

65.00

58.00

58.0

60.00

65.00

70.00

75.00

77.00 75.00

65.00

70.00

57.00

.00

65.00

67.

.00

69.00

67.00

AeccDbCogoPoint (AeccLand130)

69.00

.00

69.00

AeccDbCogoPoint (AeccLand130)

70.00

70.0

AeccDbCogoPoint (AeccLand130)

.00

AeccDbCogoPoint (AeccLand130)

JONES AVE

Pipe - (47) INVERT:66.96' 24" RCP

Pipe - (6) INVERT:63.73' 36" RCP

STORM MANHOLE - (1)

SWPPP / EROSION CONTROL PLAN

CONTRACTOR CERTIFICATION:

" I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH

THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR

STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND

THIS STORMWATER POLLUTION PREVENTION PLAN THEREUNDER."

CONTRACTING FIRM:

ADDRESS:

NAME: TITLE:

TELEPHONE # : DATE:

PROJECT ENGINEER.

AND BRIDGE CONSTRUCTION", SECTIONS 570 OR 580, AT THE DISCRETION OF THE CONTRACTOR WITH THE COORDINATION OF THE

FERTILIZERS AND PESTICIDES WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH "FDOT STANDARD SPECIFICATIONS FOR ROAD

(3) APPLICATION OF FERTILIZERS AND PESTICIDES

(B) EXCESS DIRT ON ROAD WILL BE REMOVED DAILY

(A) LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN AT ALL TIMES

(2) OFF SITE VEHICLE TRACKING - WILL BE CONTROLLED BY THE FOLLOWING METHODS:

AS REQUIRED BY STATE REGULATIONS.

(d) ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR

ON SITE.

PRACTICES AS DETAILED BY THE MANUFACTURER.

(b) ALL FERTILIZER AND CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD

ACTIVITIES.

(a) THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION

(1) WASTE DISPOSAL

III. OTHER CONTROLS:

FROM CONSTRUCTION SITE. CONTRACTOR CANNOT PUMP TURBID WATER INTO STORM SEWER, PONDS, DITCHES OR LAKES.

WELL POINTS, HORIZONTAL SOCK DRAINS OR ANY OTHER METHOD THAT WILL PREVENT DISCHARGE OF TURBID WATER ABOVE 29 NTU

(7) REQUIRED DEWATERING BMP:

PROJECT NAME: JONES AVENUE POND MAINTENANCE

(3) THE CONTRACTOR SHALL USE A CITY APPROVED CONSTRUCTION INSPECTION REPORT FOR DAILY INSPECTIONS.

OF THE EROSION CONTROL DEVICES OR LUMP SUM COST OF THE PROJECT.

THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE INDIVIDUAL COSTS

(2) PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED FOR

REPORTS AND COMPLETE ALL SWPPP INSPECTION FORMS.

MAINTENANCE OR REPAIRS TO THE SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL MAINTAIN ALL REQUIRED

(1) THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE COUNTY DOCUMENTING THE DAILY INSPECTIONS AND

VI. TRACKING AND REPORTING:

(3) THE CONTRACTOR SHALL COMPLETE ALL SWPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT.

PERFORMED IMMEDIATELY.

WHO ARE F.D.E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS. ANY NECESSARY REMEDIES SHALL BE

DAILY AND WITHIN 24 HOURS AFTER EACH 0.5 INCH OR GREATER RAINFALL EVENT BY CONTRACTOR'S PERSONNEL

(2) ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURE INSPECTIONS WILL BE CONDUCTED

CONTRACTOR.

RAINFALL IN ACCORDANCE WITH NPDES PERMIT. ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE

(1) THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY

V. INSPECTION:

MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.

TO BLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE. STABILIZED CONSTRUCTION ENTRANCES SHALL BE

SHALL BE REPLACED EVERY TWELVE (12) MONTHS OR WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT

SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE. SILT FENCES

HEALTHY GROWTH. SYNTHETIC HAY BALES SHALL BE REPLACED EVERY THREE (3) MONTHS OR WHEN THEY HAVE

ONE QUARTER OF THE HEIGHT OF THE FENCE. SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND

(4) STRUCTURAL PRACTICES - BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED

OF NOTICE.

MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS

GENERAL - ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR. ALL MEASURES WILL BE

(3) THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

THE LUMP SUM COST OF THE PROJECT.

AND WATER POLLUTION SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE EROSION CONTROL DEVICES OR

(2) INSTALLATION, MAINTENANCE, REPAIR AND REMOVAL REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION

DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES WHEN NOTICE OF TERMINATION IS MAILED.

(1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL

IV. MAINTENANCE

(3) SITE DATA: TOTAL DISTURBED AREA IS 14.3 ACRES. THE DISTURBED AREA IS THE SAME AS THE SITE AREA.

GRASSING IS ESTABLISHED.

(g) DO NOT REMOVE PERIMETER CONTROLS UNTIL AFTER ALL UPSTREAM AREAS ARE FULLY STABILIZED AND PERMANENT

(f) TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS.

(e) DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED.

(d) COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE.

CONTROLS BEFORE THE LAND IS DISTURBED.

(b) INSTALL SILT FENCE WHERE LISTED IN THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN FOR PERIMETER

THAT PHASE.

(a) ALL EROSION CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO BE INSTALLED PRIOR TO BEGINNING WORK ON

(2) GENERAL NOTES:

IC HAY BALES). INSTALLATION OF PERIMETER SILT FENCE, AND INLET PROTECTION (SYNTHET

AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT. INITAL SEQUENCE WILL INCLUDE

CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARY

THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLAN ALONG WITH A DETAILED

(1) SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

I. SITE DESCRIPTION:

FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED.

OF STOCKPILED OR EXCAVATED MATERIAL IF IMMEDIATELY ADJACENT TO A PUBLIC ROADWAY. THE ENGINEER SHALL BE RESPONSIBLE

SOIL TRACKING PREVENTION DEVICES (SEE DETAIL THIS SHEET) SHALL BE PROVIDED FOR BOTH ON-SITE AND OFF-SITE LOCATIONS

(4) CONSTRUCTION ENTRANCES/EXITS:

(b) STOCKPILE AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER.

RIGHT OF WAY WHERE THERE IS POTENTIAL FOR SEDIMENT TO BE DIRECTED OFFSITE.

(a) SILT FENCE SHALL BE USED ALONG THE LENGTH OF THE PROJECT WHERE THE EXISTING GROUND SLOPES AWAY FROM THE

(3) SILT FENCE LOCATIONS:

(b) SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCES/EXITS

(a) SILT FENCES

(2) STRUCTURAL PRACTICES INCLUDE:

SHALL THE TIME BE GREATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES.

IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE

STABILIZATION MEASURES, SUCH AS SODDING OR SEEDING OF SIDE SLOPES SHALL BE INITIATED AS SOON AS PRACTICABLE

(1) STABILIZATION PRACTICES

II. CONTROLS - EROSION AND SEDIMENT CONTROLS

GROUND

EXISTING

6" MIN.

ROCK

2" TO 4"

50' MIN.

10' MIN.

CLOTH

FILTER

LINE

PROPERTY

SIDEWALK

5-FOOT

EXISTING

12' MIN.

50' MIN.

(n.t.s.)

SIDE VIEW

(n.t.s.)

PLAN VIEW

(n.t.s.)

SECTION A-A

ROCK

2" TO 4"

CLOTH

FILTER

12' MIN.

24'

SOIL TRACKING PREVENTION DEVICE DETAIL

6" MIN. 3" MIN.

10' MIN.

LINE

PROPERTY

(3000 PSI)

DRIVEWAY

6" CONCRETE

VARIES

Optional Post Positions

Filter Fabric

Silt Flow

V e r t ic a l

Type III Silt Fence

MANUAL TO BE USED FOR EROSION CONTROL PLANS.

NOTE: FLORIDA EROSION AND SEDIMENT CONTROL

(Canted 20° toward flow) Principle Post Position

20°

E R

O S

C O

N T

R O

L P

L A

N D

E T

CURB

PAVEMENT

EDGE OF

CURB

TRANSITION

CURB

DRIVEWAY

x x x IA

C L

F lo ri d a O ra n g e C o u n ty

B a x te r

W o o d m a n In c

E S

A V

E N

U E

S T

O R

M W

A T

E R

P O

N D o f

SCALE:

REVISIONS

D A

T E

B Y

D E

S C

L D

C A

D D

B Y

C H

E C

K E

D B

D E

N E

D B

-3

-0

O rl a n d o F

R o b in so n S tr e e t, S u it e

C la u d e L

C a ss a g n o l, P

P .E

N u m b e r

D A

T E

M A

R C

J O

B N

U M

B E

R S

H E

E T

O R

C T

Y \2

-J o n e s A v e n u e A lu m

I n \2

J o n e s A v e n u e \R o a d w a y \P o n d M a in te n a n c e D ra w in g s \6

W P

P R

E ro s io n C o n tr o l

D e ta il s .d g

File details come from the government source that posted it. Updated Jul 1, 2025.