PARCEL #: 28-36-33-00-251

PREPARED BY

BREVARD COUNTY, FLORIDA

CONSTRUCTION PLANS

AERIAL PHOTOGRAPH

N.T.S.

LOCATION MAP

N.T.S.

PROJECT TEAM

OWNER:

CITY OF PALM BAY PUBLIC WORKS DEPARTMENT

1050 MALABAR ROAD SOUTHWEST

PALM BAY, FL 32907

CONTACT: CHRISTEEN SULLIVAN

ASST PUBLIC WORKS DIRECTOR

PHONE: (321)-726-5665

EMAIL: CHRISTEEN.SULLIVAN@PALMBAYFLORIDA.ORG

KIMLEY-HORN AND ASSOCIATES, INC.

200 S. ORANGE AVE., SUITE 1000

ORLANDO, FL 32801

CONTACT: MATTHEW S. GILLESPIE, P.E.

PHONE: (407) 409-7007

EMAIL: MATTHEW.GILLESPIE@KIMLEY-HORN.COM

SITE

SITE

SECTION 33, TOWNSHIP 20 SOUTH, RANGE 36 EAST

NORTH

NORTH

SURVEYOR:

THE CITY OF PALM BAY PUBLIC WORKS

1050 MALABAR ROAD SOUTHWEST

PALM BAY, FLORIDA 32907

CONTACT: JOE HALE, P.S.M.

PHONE: (321) 952-3400 EXT. 6438

EMAIL: JOE.HALE@PALMBAYFLORIDA.ORG

CIVIL ENGINEER - LAND DEVLOPMENT

FRED POPPE REGIONAL PARK - NEW

ACCESS ROADWAY

FOR

C0.0

1951 MALABAR RD NW PALM BAY, FLORIDA 32907

PROJECT LOCATION

BREVARD COUNTY, FL

DATE: 6/8/2026

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A PARCEL OF LAND LYING IN SECTION 33, TOWNSHIP 20 SOUTH, RANGE 36 EAST, BREVARD

COUNTY, FLORIDA, BEING THE NORTHWEST ONE-QUARTER OF SAID SECTION 33 AND THE NORTH

1174.40 FEET (MEASURED AT RIGHT ANGLES) OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION

33, LESS AND EXCEPT THE EAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF THE

NORTHWEST ONE-QUARTER OF SAID SECTION 33 AND LESS CANAL AND ROAD RIGHT-OF-WAY.

CONTAINING 200.000 ACRES MORE OR LESS AND BEING MORE PARTICULARLY DESCRIBED AS

FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 33; THENCE RUN N0°38'04" E ALONG THE WEST LINE OF SAID SECTION 33, A DISTANCE OF 1464.93 FEET; THENCE RUN N89°43'06" E A DISTANCE OF 69.01 FEET TO THE EAST LINE OF A CANAL RIGHT-OF-WAY (130' WIDTH) AND THE POINT OF BEGINNING: THENCE RUN N0°38'04"E ALONG SAID CANAL RIGHT-OF-WAY A DISTANCE OF

3701.54 TO THE SOUTH LINE OF A CANAL RIGHT-OF-WAY (225' WIDTH); THENCE RUN N89°42'17"E A DISTANCE OF 2239.39 FEET; THENCE RUN S0°31'05"W A DISTANCE OF 1207.49 FEET; THENCE RUN N89°42'41"E A DISTANCE OF 254.95 FEET TO THE WEST LINE OF A CANAL RIGHT-OF-WAY (150' WIDTH); THENCE RUN S0°36'34"W ALONG SAID CANAL RIGHT-OF-WAY LINE A DISTANCE OF 225.72

FEET TO THE NORTHERN TERMINUS OF A ROAD RIGHT-OF-WAY (100' WIDTH); THENCE RUN

S89°42'17"W ALONG SAID ROAD RIGHT-OF-WAY A DISTANCE OF 100.01 FEET; THENCE RUN

S0°36'34"W ALONG THE WEST LINE OF SAID ROAD RIGHT-OF-WAY A DISTANCE OF 1094.30 FEET;

THENCE RUN N89°43'06"E A DISTANCE OF 10.00 FEET TO THE WEST LINE OF SAID ROAD

RIGHT-OF-WAY; THENCE RUN S0°36'34"W ALONG SAID ROAD RIGHT-OF-WAY, A DISTANCE OF 1174.55 FEET; THENCE RUN S89°43'06"W A DISTANCE OF 2405.00 FEET TO THE POINT OF BEGINNING.

LEGAL DESCRIPTION

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

KIMLEY-HORN AND ASSOCIATES, INC.

200 S. ORANGE AVE., SUITE 1000

ORLANDO, FL 32801

CONTACT: HAO CHAU, P.E.

PHONE: (407) 797-3745

EMAIL: HAO.CHAU@KIMLEY-HORN.COM

CIVIL ENGINEER - ROADWAY

ARDAMAN AND ASSOCIATES, INC.

8008 S. ORANGE AVE.

ORLANDO, FL 32809

CONTACT: ZAN C. BATES, P.E.

PHONE: (407) 926-3486

EMAIL: ZBATES@ARDAMAN.COM

GEOTECHNICAL

MELBOURNE-TILLMAN WATER CONTROL DISTRICT

5990 MINTON ROAD

PALM BAY, FL 32907

CONTACT: MIKE MCCABE

PHONE: (321) 723-7233

EMAIL: MIKE@MELBOURNETILLMAN.ORG

WATER CONTROL DISTRICT

Sheet List Table Sheet Number Sheet Title

C0.0 COVER SHEET

C1.0 GENERAL NOTES

C1.1 GENERAL NOTES

C2.0 STORMWATER POLLUTION PREVENTION PLAN

C2.1 EROSION CONTROL DETAILS

C2.2 EROSION CONTROL DETAILS

C3.0 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN

C3.1 EXISTING CONDITIONS AND DEMOLITION PLAN

C3.2 EXISTING CONDITIONS AND DEMOLITION PLAN

C3.3 EXISTING CONDITIONS AND DEMOLITION PLAN

C3.4 EXISTING CONDITIONS AND DEMOLITION PLAN

C4.0 OVERALL SITE PLAN

C4.1 SITE PLAN

C4.2 SITE PLAN

C4.3 SITE PLAN

C4.4 SITE PLAN

C4.5 TEMPORARY STRIPING PLAN

C5.0 PLAN & PROFILE

C5.1 PLAN & PROFILE

C5.2 ROADWAY SECTIONS

C5.3 ROADWAY-SECTION

C5.4 ROADWAY-SECTION

C5.5 ROADWAY-SECTION

C5.6 ROADWAY-SECTION

C6.0 GRADING AND DRAINAGE PLAN

C6.1 GRADING AND DRAINAGE PLAN

C6.2 GRADING AND DRAINAGE PLAN

C6.3 GRADING AND DRAINAGE PLAN

C6.4 GRADING AND DRAINAGE PLAN

C6.5 TURN LANE- GRADING AND DRAINAGE PLAN

C7.0 TYPICAL SECTIONS

C8.0 GENERAL CONSTRUCTION DETAILS

C8.1 GENERAL CONSTRUCTION DETAILS

C8.2 GENERAL CONSTRUCTION DETAILS

PERMIT SET

BID SET

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

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GENERAL PAVEMENT MARKING AND SIGNAGE

STORM DRAINAGE SYSTEM

TREES AND VEGETATION

DEMOLITION

SAFETY

EARTHWORK / GRADING / DEMUCKING PROCEDURES

TEST, INSPECTION AND CLOSEOUT REQUIREMENTS

PAVING/GRADING TESTING AND INSPECTION

is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

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PAVING, GRADING AND DRAINAGE

DRAINAGE SYSTEM TESTING AND INSPECTION

SANITARY SYSTEM

SANITARY TESTING AND INSPECTION

POTABLE WATER SYSTEM

is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

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-CLEANING SUPPLIES

-DETERGENTS

-MASONARY BLOCK/BRICKS

-PAINT

-WOOD

ITEMS REQUIRING POLLUTION PREVENTION

THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE:

-ASPHALT

-CONCRETE

-FERTILIZERS

-METAL PIECES

-PETROLEUM BASED PRODUCTS

-TAR

THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE

ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN

PRIOR TO DISCHARGE:

-UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION

-WATER FROM WATER LINE FLUSHING

-PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR

HAZARDOUS MATERIALS HAVE OCCURRED).

SPILL PREVENTION AND CONTROL

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE

USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF

MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

-SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE,

USE, AND DISPOSAL OF CONSTRUCTION MATERIALS.

-STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION.

-ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER.

-ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE

PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE

COVER.

-PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER.

-ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE

MANUFACTURER'S RECOMMENDATIONS.

HAZARDOUS PRODUCTS

-MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE

ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS

CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED.

-PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE

WITH MANUFACTURER AND LOCAL/STATE REGULATIONS.

PRODUCT SPECIFIC PRACTICES

-PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND

CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE

PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID

LEAKAGE OF PETROLEUM PRODUCTS ON SITE.

-THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL

IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE

STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF

FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID

SPILLS.

-PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS

PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER.

-CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE

SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.

SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE

FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP:

-SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM

EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES.

-THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE

MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND,

SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS.

-ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE.

-WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE

EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.

-TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF

THE SIZE OF THE SPILL.

-AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO

PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE

SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE

RECORDED.

-THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP

COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS.

THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL

BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION

AND CLEANUP PROCEDURES.

STORMWATER POLLUTION PREVENTION PLAN

MAINTENANCE AND INSPECTION PRACTICES

THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE

COMPLETED BY THE CONTRACTOR:

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED AT A

MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF EACH 0.5 INCH OR

GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER

DIRECT SUPERVISION.

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD

CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT.

-THE SILT FENCE SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR HEIGHT OF SEDIMENT

AND CONDITION OF FENCE.

-THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES

ONE-THIRD THE HEIGHT OF THE FENCE.

-THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED AT A MINIMUM OF EVERY 7

DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR DEPTH OF

SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL

CAPACITY AND AFTER CONSTRUCTION IS COMPLETE.

-DIVERSION DIKES SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT. ANY BREACHES SHALL BE

PROMPTLY REPAIRED.

-ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY.

UNSTABALIZED AREAS SHALL BE RE-SODDED.

-A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION

OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE

FILED IN AN ORGANIZED MANNER AND RETAINED ON-SITE DURING

CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE

SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR

ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL.

-THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION

PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES

THAT COMPLETE INSPECTIONS AND REPORTS.

POLLUTION PREVENTION PLAN CERTIFICATION

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 PERSONS 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.

SIGNED: _____________________________________ DATE:__________________

MATTHEW S. GILLESPIE

FLORIDA REGISTRATION NUMBER: 76950

PROFESSIONAL ENGINEER

CONTRACTOR'S CERTIFICATION

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

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

STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES

AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED

THEREUNDER.

SIGNATURE AND DATE

NAME AND TITLE,

COMPANY / ADDRESS AND

TELEPHONE NUMBER

RESPONSIBILITY

-CLEANING SUPPLIES

-DETERGENTS

-MASONARY BLOCK/BRICKS

-PAINT

-WOOD

ITEMS REQUIRING POLLUTION PREVENTION

THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE:

-ASPHALT

-CONCRETE

-FERTILIZERS

-METAL PIECES

-PETROLEUM BASED PRODUCTS

-TAR

THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE

ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN

PRIOR TO DISCHARGE:

-UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION

-WATER FROM WATER LINE FLUSHING

-PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR

HAZARDOUS MATERIALS HAVE OCCURRED).

SPILL PREVENTION AND CONTROL

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE

USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF

MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

-SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE,

USE, AND DISPOSAL OF CONSTRUCTION MATERIALS.

-STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION.

-ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER.

-ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE

PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE

COVER.

-PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER.

-ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE

MANUFACTURER'S RECOMMENDATIONS.

HAZARDOUS PRODUCTS

-MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE

ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS

CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED.

-PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE

WITH MANUFACTURER AND LOCAL/STATE REGULATIONS.

PRODUCT SPECIFIC PRACTICES

-PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND

CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE

PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID

LEAKAGE OF PETROLEUM PRODUCTS ON SITE.

-THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL

IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE

STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF

FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID

SPILLS.

-PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS

PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER.

-CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE

SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.

SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE

FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP:

-SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM

EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES.

-THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE

MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND,

SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS.

-ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE.

-WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE

EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.

-TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF

THE SIZE OF THE SPILL.

-AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO

PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE

SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE

RECORDED.

-THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP

COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS.

THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL

BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION

AND CLEANUP PROCEDURES.

STORMWATER POLLUTION PREVENTION PLAN

MAINTENANCE AND INSPECTION PRACTICES

THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE

COMPLETED BY THE CONTRACTOR:

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED AT A

MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF EACH 0.5 INCH OR

GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER

DIRECT SUPERVISION.

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD

CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT.

-THE SILT FENCE SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR HEIGHT OF SEDIMENT

AND CONDITION OF FENCE.

-THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES

ONE-THIRD THE HEIGHT OF THE FENCE.

-THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED AT A MINIMUM OF EVERY 7

DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR DEPTH OF

SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL

CAPACITY AND AFTER CONSTRUCTION IS COMPLETE.

-DIVERSION DIKES SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT. ANY BREACHES SHALL BE

PROMPTLY REPAIRED.

-ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY.

UNSTABALIZED AREAS SHALL BE RE-SODDED.

-A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION

OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE

FILED IN AN ORGANIZED MANNER AND RETAINED ON-SITE DURING

CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE

SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR

ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL.

-THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION

PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES

THAT COMPLETE INSPECTIONS AND REPORTS.

POLLUTION PREVENTION PLAN CERTIFICATION

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 PERSONS 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.

SIGNED: _____________________________________ DATE:__________________

MATTHEW S. GILLESPIE

FLORIDA REGISTRATION NUMBER: 76950

PROFESSIONAL ENGINEER

CONTRACTOR'S CERTIFICATION

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

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

STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES

AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED

THEREUNDER.

EROSION AND SEDIMENT CONTROLS

BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL

EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND

DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL

METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE

THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL

LAW.

THE CONTRACTOR MUST DEVELOP A PLAN FOR BY-PASS OF CANAL SURFACE WATER FOR

DAILY AND STORM EVENT FLOWS. PLAN, ALONG WITH APPLICATION AND FEE, REQUIRED

TO BE SUBMITTED TO MTWCD FOR ISSUANCE OF PERMIT BEFORE CONSTRUCTION MAY

OCCUR.

STORM WATER MANAGEMENT

STORM WATER COLLECTION SHALL BE PROVIDED BY CATCH BASINS. THE AREAS THAT

ARE RE-GRADED BUT NOT DEVELOPED SHALL BE STABILIZED IMMEDIATELY AFTER

RE-GRADING. THE STORM SEWER SYSTEM HAS BEEN DESIGNED TO CARRY THE 10-YEAR,

24 HOUR EVENT PEAK FLOW RATES. RUNOFF FROM THE DEVELOPMENT WILL BE

COLLECTED IN THE PROPOSED STORM SEWER SYSTEM AND ROUTED TO THE EXISTING

MASTER STORM SEWER SYSTEM WEST OF THE SITE.

STABILIZATION PRACTICES:

TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL

BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST

CONSTRUCTION ACTIVITY IN THAT AREA. TEMPORARY STABILIZATION PRACTICES TO

ALIGN WITH FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER

MANUAL AND A GUIDE FOR ROADSIDE VEGETATION MANAGEMENT, 2012 EDITION.

PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO

LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. AFTER SEEDING, EACH

AREA SHALL BE MULCHED IMMEDIATELY. ALL RETENTION/DETENTION BASINS SHALL BE

SODDED AT LEAST TO THE NORMAL WATER LINE. ALL EXPOSED AREAS WITHIN PUBLIC

RIGHT-OF-WAY SHALL BE SODDED, OTHER AREAS WITH SLOPES STEEPER THAN 4:1

SHALL BE SODDED. PERMANENT STABILIZATION PRACTICES TO ALIGN WITH FLORIDA

EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL AND A GUIDE FOR

ROADSIDE VEGETATION MANAGEMENT, 2012 EDITION.

STRUCTURAL PRACTICES:

EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE

PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE

CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF

FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN.

SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON

DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE

REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM

THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL.

WASTE DISPOSAL

WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A

METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE

LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN

THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES

TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO

AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED

ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN

THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE

SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE

MATERIAL PROCEDURES.

HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN

ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE

MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR

EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE

MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO

MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES.

SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN

ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL

COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT

LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE.

OFF-SITE TRACKING

A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT

TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE

CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM

CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE

COVERED WITH A TARPAULIN.

DUST & DEBRIS CONTROL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE

CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE

EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS

NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE

CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR

UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY

PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF

DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE

ENGINEER.

DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE.

SIGNATURE AND DATE

NAME AND TITLE,

COMPANY / ADDRESS AND

TELEPHONE NUMBER

RESPONSIBILITY

SITE DESCRIPTION

PROJECT NAME AND LOCATION

FRED POPPE PARK - NEW ACCESS ROADWAY

TAX PARCELS:

*SEE COVER SHEET FOR LOCATION MAP

OWNER NAME AND ADDRESS

CITY OF PALM BAY

120 MALABAR ROAD SE

PALM BAY, FL 32907

CONTACT: CHRISTEEN SULLIVAN

ASST PUBLIC WORKS DIRECTOR

PHONE: (321)-726-5665

EMAIL: CHRISTEEN.SULLIVAN@PALMBAYFLORIDA.ORG

PROJECT DESCRIPTION

FRED POPPE PARK - NEW ACCESS ROADWAY IS A PROPOSED ±1300 LF OF NEW

ACCESS ROADWAY FROM THE END OF REGIONAL PARK TRAIL NW TO ST. JOHNS

HERITAGE PARKWAY. THE PROJECT WILL INCLUDE A CANAL CROSSING BRIDGE WITH

PEDESTRIAN WALKS.

PROJECT AREA: ±8.30 ACRES

CONTRIBUTING DRAINAGE AREA: ±8.30 ACRES

ULTIMATE RECEIVING WATERS: MELBOURNE-TILLMAN CANAL C7

ACTIVITIES THAT REQUIRE EROSION CONTROL

SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION

ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS;

EXCAVATION FOR THE RETENTION POND; SITE GRADING; INSTALLATION OF STORM

WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND

PARKING FACILITIES.

*SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER

EROSION CONTROL METHODS.

SOIL PARAMETERS

SOIL TYPES:

DEWATERING

DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES

APPROVAL FROM FDEP AND THE APPLICABLE WATER MANAGEMENT DISTRICT. ANY

DISCHARGE OFF-SITE WILL REQUIRE PERMITTING AND APPROVAL FROM THE

MELBOURNE-TILLMAN WATER CONTROL DISTRICT (MTWCD) . DISCHARGES DIRECTED

TO THE COUNTY'S MS4 REQUIRES A RIGHT-OF-WAY UTILIZATION PERMIT FOR

DEWATERING PRIOR TO THE START OF DISCHARGES. TO OBTAIN RIGHT-OF-WAY

APPROVAL, COPIES OF THE FDEP PERMIT NOI, DOCUMENTATION SHOWING

DEWATERING AT THE SITE IS NOT WITHIN 500 FT OF KNOWN CONTAMINATION, AND A

DEWATERING PLAN SHALL BE SUBMITTED TO THE CITY OF PALM BAY AND MTWCD.

ANALYTICAL SAMPLING OF GROUNDWATER MAY BE REQUESTED BY LAKE COUNTY

ON A CASE-BY-CASE BASIS TO CONFIRM SITE CONTAMINATION STATUS.

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF CONSTRUCTION IS AS FOLLOWS:

1. INSTALL FLOATING TURBIDITY BARRIER(S)

2. PROVIDE STABILIZED CONSTRUCTION ENTRANCE

3. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS

4. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE

5. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN

6. FINISH CLEARING AND GRUBBING

7. REMOVE AND STORE TOPSOIL

8. PROVIDE INITIAL GRADING AS REQUIRED

9. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE

10. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER

11. INSTALL BASE TO ROAD AND PARKING AREA

12. FINISH GRADING ENTIRE SITE

13. CONSTRUCT FINAL PAVING

14. REMOVE ACCUMULATED SEDIMENT

15. REMOVE ANY ITEMS THAT ARE NOT REQUIRED

16. REMOVE FLOATING TURBIDITY BARRIER(S)

TIMING OF CONTROL MEASURES

THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A

STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING

AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED

SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND

PERMANENTLY STABILIZED AS SHOWN ON THE PLANS.

HYDROLOGIC SOIL GROUP SUMMARY

SOIL TYPE SOIL NAME RATING

71 WABASO SAND, 0 TO 2

PERCENT SLOPES

D is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

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SWPPP INFORMATION

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

ELEVATION A ELEVATION B

CHECK DAMS IN SWALE

2 ACRES OR LESS OF DRAINAGE AREA

(DOWNSTREAM VIEW)

2-10 ACRES OF DRAINAGE AREA

(DOWNSTREAM VIEW)

is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

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NAVD88

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IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE

OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS

DISCOVERED, CITY OF PALM BAY INSPECTOR AND APPLICABLE AGENCIES,

SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT AND/OR

ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN THE AFFECTED AREA

SHALL COME TO AN IMMEDIATE STOP UNTIL ALL PERTINENT PERMITS

HAVE BEEN OBTAINED, AGENCY WRITTEN AUTHORIZATION TO COMMENCE

ACTIVITIES HAS BEEN GIVEN, OR UNLESS COMPLIANCE WITH STATE AND

FEDERAL GUIDELINES CAN BE DEMONSTRATED.

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

ALERT TO CONTRACTOR:

THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS

PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR

THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING

PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,

DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE

OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.

C3.1 C3.2 C3.3

C3.4

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GENERAL NOTES:-

FL

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EXISTING GRADE INFORMATION SHOWN IN THE CANAL

BELOW ELEVATION 9 FT (NAVD 88) IS APPROXIMATED AND

SHOWN FOR REFERENCE ONLY. BOTTOM ELEVATION OF

THE CANAL IS 5 FT (NAVD88) AS STATED BY MTWCD STAFF.

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M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

C3.1

FR

ED

P O

PP

E

PA

R

K

EX

IS

TI

N G

C O

N D

IT

IO

N S

AN

D

D

EM

O

LI

TI

O

N P

LA

N

C

IT

Y O

F

PA

LM

B

AY

M A

TC

H

L

IN

E

SE

E

SH

EE

T

C 3.

NORTH

X

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

1. REFER TO SHEET C2.1 FOR THE EROSION CONTROL AND TREE

PROTECTION.

2. REFER TO SHEET C3.0 FOR GENERAL NOTES.

NOTES

ALERT TO CONTRACTOR:

THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS

PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR

THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING

PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,

DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE

OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.

KEY MAP

C3.1 C3.2 C3.3

C3.4

FL

O

R

ID

A

IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE

OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS

DISCOVERED, CITY OF PALM BAY NATURAL RESOURCE INSPECTOR AND

APPLICABLE AGENCIES, SHALL BE NOTIFIED WITHIN TWO WORKING DAYS

OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN

THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL

PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN

AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS

COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE

DEMONSTRATED.

EXISTING GRADE INFORMATION SHOWN IN THE CANAL

BELOW ELEVATION 9 FT (NAVD 88) IS APPROXIMATED AND

SHOWN FOR REFERENCE ONLY. BOTTOM ELEVATION OF

THE CANAL IS 5 FT (NAVD88) AS STATED BY MTWCD STAFF.

EHH

X

X

X

CH

AM

PI

ON

C

IR

CL

E

NW

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

C3.2

FR

ED

P O

PP

E

PA

R

K

EX

IS

TI

N G

C O

N D

IT

IO

N S

AN

D

D

EM

O

LI

TI

O

N P

LA

N

C

IT

Y O

F

PA

LM

B

AY

M A

TC

H

L

IN

E

SE

E

SH

EE

T

C 3.

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

ALERT TO CONTRACTOR:

THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS

PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR

THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING

PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,

DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE

OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.

KEY MAP

C3.2

MATCH LINE SEE SHEET C3.4

M A

TC

H

L

IN

E

SE

E

SH

EE

T

C 3.

X

1. REFER TO SHEET C2.1 FOR THE EROSION CONTROL AND TREE

PROTECTION.

2. REFER TO SHEET C3.0 FOR GENERAL NOTES.

NOTES

POST CONSTRUCTION PHASE

1" = 20'

NORTH

CHAMPION CIRCLE NW

FL

O

R

ID

A

IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE

OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS

DISCOVERED, CITY OF PALM BAY NATURAL RESOURCE INSPECTOR AND

APPLICABLE AGENCIES, SHALL BE NOTIFIED WITHIN TWO WORKING DAYS

OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN

THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL

PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN

AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS

COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE

DEMONSTRATED.

CHAMPION CIRCLE NW

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

C3.3

FR

ED

P O

PP

E

PA

R

K

EX

IS

TI

N G

C O

N D

IT

IO

N S

AN

D

D

EM

O

LI

TI

O

N P

LA

N

C

IT

Y O

F

PA

LM

B

AY

M A

TC

H

L

IN

E

SE

E

SH

EE

T

C 3.

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

KEY MAP

C3.1 C3.2 C3.3

C3.4

ALERT TO CONTRACTOR:

THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS

PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR

THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING

PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,

DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE

OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.

X

1. REFER TO SHEET C2.1 FOR THE EROSION CONTROL AND TREE

PROTECTION.

2. REFER TO SHEET C3.0 FOR GENERAL NOTES.

NOTES

FL

O

R

ID

A

IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE

OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS

DISCOVERED, CITY OF PALM BAY NATURAL RESOURCE INSPECTOR AND

APPLICABLE AGENCIES, SHALL BE NOTIFIED WITHIN TWO WORKING DAYS

OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN

THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL

PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN

AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS

COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE

CH

AM

PI

ON

C

IR

CL

E

NW

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

C3.4

FR

ED

P O

PP

E

PA

R

K

EX

IS

TI

N G

C O

N D

IT

IO

N S

AN

D

D

EM

O

LI

TI

O

N P

LA

N

C

IT

Y O

F

PA

LM

B

AY

MATCH LINE SEE SHEET C3.2

NORTH

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

KEY MAP

C3.1 C3.2 C3.3

C3.4

ALERT TO CONTRACTOR:

THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS

PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR

THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING

PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,

DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE

OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.

X

1. REFER TO SHEET C2.1 FOR THE EROSION CONTROL AND TREE

PROTECTION.

2. REFER TO SHEET C3.0 FOR GENERAL NOTES.

NOTES

FL

O

R

ID

A

IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE

OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS

DISCOVERED, CITY OF PALM BAY NATURAL RESOURCE INSPECTOR AND

APPLICABLE AGENCIES, SHALL BE NOTIFIED WITHIN TWO WORKING DAYS

OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN

THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL

PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN

AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS

COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE

MERGE

PROPERTY BOUNDARY

RIGHT-OF-WAY LINE

PROPOSED ASPHALT PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED CONCRETE PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED BRIDGE AND APRON (REFER TO STRUCTURAL

PLANS)

PROPOSED SIGN (SEE SHEET C5.0 FOR DETAILS)

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

NORTH

C4.0

FR

ED

P O

PP

E

PA

R

K O

VE

R

AL

L

SI

TE

P

LA

N

C

IT

Y O

F

PA

LM

B

AY

C4.1 C4.2

C4.4

C4 .3

LEGEND

ST

J

OH

NS

H

ER

IT

AG

E

PA

RK

W

AY

M

EL

BO

UR

NE

T

IL

LM

AN

C

AN

AL

CH

AM

PI

ON

SH

IP

C

IR

CL

E

NW

FL

O

R

JO

HNS

HER

ITA

GE

PA

RK

WAY

CARRICK ST NW

MEL

BO

URN

E T

ILL

MAN

CA

NAL

#7

PROPERTY BOUNDARY

RIGHT-OF-WAY LINE

PROPOSED ASPHALT PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED CONCRETE PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED BRIDGE AND APRON (REFER TO STRUCTURAL

PLANS)

PROPOSED SIGN (SEE SHEET C5.0 FOR DETAILS)

MERGE

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

NORTH

C4.1

FR

ED

P O

PP

E

PA

R

K

SI

TE

P

LA

N

C

IT

Y O

F

PA

LM

B

AY

PROJECT DATUM: NAD83

Always call 811 two full business days before you dig to have underground utilities located and marked.

LEGEND

KEY MAP

C4.1 C4.2 C4.4

C4 .3

STOP

GENERAL NOTES:

1. CONTRACTOR TO USE FDOT STANDARD PLANS INDEX 520-001 FOR

PROPOSED TYPE 'F' CURB & GUTTER.

2. CONTRACTOR TO MATCH PROPOSED TURN LANE PAVEMENT SECTION

TO THE EXISTING PAVEMENT SECTION.

3. ALL MATERIAL THAT IS IN CONFLICT WITH PROPOSED IMPROVEMENTS

SHALL BE REMOVED AND DISPOSED OF, OR MODIFIED AND RELOCATED AS

CALLED FOR IN THE PLANS. CONTRACTOR SHALL NOTIFY THE DEPARTMENT

FOR ANY QUESTIONS.

4. ALL STRIPING AND MARKING SHALL CONFORM TO FDOT DESIGN

STANDARD INDEX 711.

5. INSTALL RPM'S PER FDOT STANDARD INDEX 706.

6. ALL ROADWAY TRANSITIONS/TAPERS SHALL CONFORM TO FDOT

DEISGN MANUAL (210)(DESIGN SPEED 50 MPH).

7. MILL EXISTING ROAD PAVEMENT 1.5" OVERLAY WITH FINAL TOPPING

LAYER OF WIDENING (SEE SHEET C4.6 FOR DETAILS)

8. RIGHT OF THE WAY LINE SHOWN APPROXIMATED FROM ST JOHNS

HERITAGE PARKWAY TURN LANE IMPROVEMENTS (NORTH), PREPARED BY

B.S.E. CONSULTANTS, INC., AND APPROVED FOR CONSTRUCTION BY THE

CITY OF PALM BAY AUGUST 20, 2020.

FL

O

R

ID

A

PROPERTY BOUNDARY

RIGHT-OF-WAY LINE

PROPOSED ASPHALT PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED CONCRETE PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED BRIDGE AND APRON (REFER TO STRUCTURAL

PLANS)

PROPOSED SIGN (SEE SHEET C5.0 FOR DETAILS)

MERGE

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

O

JE

C

T

D

AT

E:LI

C

EN

SE

D P

R O

FE

SS

IO

N

AL

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

S.

O R

AN

G

E

AV

EN

U

E, S

U

IT

E

0, O

R

LA

N D

O , F

L

PH

O N

E:

(4

) 8

-1

W W

W .K

IM

LE

Y- H

O R

N .C

IS

TR

Y

N o.

DATUM:

NAVD88

C4.2

FR

ED

P O

PP

E

PA

R

K

C

IT

Y O

F

PA

LM

B

AY

SI

TE

P

LA

N

NORTH

LEGEND

KEY MAP

C4.1 C4.2 C4.4

C4 .3

GENERAL NOTES:

1. CONTRACTOR TO USE FDOT STANDARD PLANS INDEX 520-001 FOR

PROPOSED TYPE 'F' CURB & GUTTER.

2. CONTRACTOR TO MATCH PROPOSED TURN LANE PAVEMENT SECTION

TO THE EXISTING PAVEMENT SECTION.

3. ALL MATERIAL THAT IS IN CONFLICT WITH PROPOSED IMPROVEMENTS

SHALL BE REMOVED AND DISPOSED OF, OR MODIFIED AND RELOCATED AS

CALLED FOR IN THE PLANS. CONTRACTOR SHALL NOTIFY THE DEPARTMENT

FOR ANY QUESTIONS.

4. ALL STRIPING AND MARKING SHALL CONFORM TO FDOT DESIGN

STANDARD INDEX 711.

5. INSTALL RPM'S PER FDOT STANDARD INDEX 706.

6. ALL ROADWAY TRANSITIONS/TAPERS SHALL CONFORM TO FDOT

DEISGN MANUAL (210)(DESIGN SPEED 50 MPH).

7. MILL EXISTING ROAD PAVEMENT 1.5" OVERLAY WITH FINAL TOPPING

LAYER OF WIDENING (SEE SHEET C4.6 FOR DETAILS)

8. RIGHT OF THE WAY LINE SHOWN APPROXIMATED FROM ST JOHNS

HERITAGE PARKWAY TURN LANE IMPROVEMENTS (NORTH), PREPARED BY

B.S.E. CONSULTANTS, INC., AND APPROVED FOR CONSTRUCTION BY THE

CITY OF PALM BAY AUGUST 20, 2020.

FL

O

R

CHAMPION CIRCLE NW

EHH

PROPERTY BOUNDARY

RIGHT-OF-WAY LINE

PROPOSED ASPHALT PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED CONCRETE PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED BRIDGE AND APRON (REFER TO STRUCTURAL

PLANS)

PROPOSED SIGN (SEE SHEET C5.0 FOR DETAILS)

MERGE

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

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EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

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IG

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ED

B

Y

D R

AW

N

B Y

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S, IN

C

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O R

AN

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0, O

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(4

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-1

W W

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N o.

DATUM:

NAVD88

C4.3

FR

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P O

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PA

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NORTH

NORTH

LEGEND

KEY MAP

C4.1 C4.2 C4.4

C4 .3

GENERAL NOTES:

1. CONTRACTOR TO USE FDOT STANDARD

PLANS INDEX 520-001 FOR PROPOSED TYPE

'F' CURB & GUTTER.

2. CONTRACTOR TO MATCH PROPOSED

TURN LANE PAVEMENT SECTION TO THE

EXISTING PAVEMENT SECTION.

3. ALL MATERIAL THAT IS IN CONFLICT

WITH PROPOSED IMPROVEMENTS SHALL BE

REMOVED AND DISPOSED OF, OR MODIFIED

AND RELOCATED AS CALLED FOR IN THE

PLANS. CONTRACTOR SHALL NOTIFY THE

DEPARTMENT FOR ANY QUESTIONS.

4. ALL STRIPING AND MARKING SHALL

CONFORM TO FDOT DESIGN STANDARD

INDEX 711.

5. INSTALL RPM'S PER FDOT STANDARD

INDEX 706.

6. ALL ROADWAY TRANSITIONS/TAPERS

SHALL CONFORM TO FDOT DEISGN MANUAL

(210)(DESIGN SPEED 50 MPH).

7. MILL EXISTING ROAD PAVEMENT 1.5"

OVERLAY WITH FINAL TOPPING LAYER OF

WIDENING (SEE SHEET C4.6 FOR DETAILS)

8. RIGHT OF THE WAY LINE SHOWN

APPROXIMATED FROM ST JOHNS HERITAGE

PARKWAY TURN LANE IMPROVEMENTS

(NORTH), PREPARED BY B.S.E.

CONSULTANTS, INC., AND APPROVED FOR

CONSTRUCTION BY THE CITY OF PALM BAY

AUGUST 20, 2020.

FL

O

R

ID

A

EHH

PROPERTY BOUNDARY

RIGHT-OF-WAY LINE

PROPOSED ASPHALT PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED CONCRETE PAVEMENT (SEE SHEET C10.0 FOR

DETAILS)

PROPOSED BRIDGE AND APRON (REFER TO STRUCTURAL

PLANS)

PROPOSED SIGN (SEE SHEET C5.0 FOR DETAILS)

MERGE

T h is d o c u m e n t, t o g e th e r w it h t h e c o n c e p ts a n d d e s ig n s p re s e n te d h e re in a s a n i n s tr u m e n t o f s e rv ic e is i n te n d e d o n ly f o r th e s p e c if ic p u rp o s e a n d c lie n t fo r w h ic h i t w a s p re p a re d R e u s e o f a n d i m p ro p e r re lia n c e o n t h is d o c u m e n t w it h o u t w ri tt e n a u th o ri z a ti o n a n d a d a p ta ti o n b y K im le y -H o rn a n d A s s o c ia te s In c s h a ll b e w it h o u t lia b ili ty t o K im le y -H o rn a n d A s s o c ia te s In c

BY

D

AT

E

AS

S

H O

W N

R

EV

IS

IO

N S

N o.

D

AT

E

SHEET NUMBER

C H

EC

KE

D B

Y

SC

AL

E

D

ES

IG

N

ED

B

Y

D R

AW

N

B Y

KH

A

PR

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C

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E:LI

C

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H O

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A N

D A

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IA

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S,…