3626_Civil_Construction_Documents.pdf

JANUARY 20, 2025

DEBARY, FLORIDA

AERIAL MAP

GATEWAY PARK ENTRANCE

CONSTRUCTION PLANS

FOR

PROJECT TEAM

SHEET INDEX

C0.0 COVER

PROJECT LOCATION

PREPARED BY

SECTION 8, TOWNSHIP 19, RANGE 30

CIVIL ENGINEER:

CITY OF DEBARY

16 COLOMBA ROAD

DEBARY, FL 32713

CONTACT: RICHARD VILLASENOR

PHONE: (386) 601-0215

EMAIL: RVILLASENOR@DEBARY.ORG

OWNER/DEVELOPER:

KIMLEY-HORN AND ASSOCIATES, INC.

189 S. ORANGE AVENUE, SUITE 1000

ORLANDO, FL 32801

CONTACT: BRENT A. LENZEN, P.E.

PHONE: (407) 898-1511

EMAIL: BRENT.LENZEN@KIMLEY-HORN.COM

SURVEYOR

ALLEN & COMPANY

16 EAST PLANT STREET

WINTER GARDEN, FLORIDA 34787

PHONE: (407) 654-5355

VICINITY MAP

PROJECT LOCATION

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UTILITY PROVIDERS

POWER:

FLORIDA POWER & LIGHT

2626 W. 1ST STREET

SANFORD, FL 32771

CONTACT: JOSH FURUKAWA

PHONE: (407) 328-1911

EMAIL: JOSHUA.FURUKAWA@FLP.COM

VOLUSIA COUNTY WATER & UTILITY

3151 E. NEW YORK

DELAND, FL 32720

CONTACT: SCOTT MAYS

PHONE: (386) 943-7027

EMAIL: SMAYS@VOLUSIA.ORG

WATER, SEWER,

& RECLAIM WATER:

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig. P ROFES S I O NA L ENGIN

EE

R«

BRENT A. LENZEN

No. 78537

STATE OF

F L O R IDA

LICENSE

C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN

SITE PLAN

C5.0 PAVING, GRADING, AND DRAINAGE PLAN

GENERAL CONSTRUCTION DETAILS

C2.0 STORMWATER POLLUTION PREVENTION PLAN

C1.0 GENERAL NOTES

NOT TO SCALENOT TO SCALE

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PROJECT LOCATION

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GENERAL PAVING, GRADING AND DRAINAGESTORM DRAINAGE SYSTEM

DRAINAGE SYSTEM TESTING AND INSPECTION

DEMOLITION

PAVEMENT MARKING AND SIGNAGE

TREES AND VEGETATION

EARTHWORK / GRADING / DEMUCKING PROCEDURES

PAVING/GRADING TESTING AND INSPECTION

TEST, INSPECTION AND CLOSEOUT REQUIREMENTS

SAFETY

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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 DAILY AND AFTER 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 PERIODICALLY 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 MONTHLY 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 MONTHLY. 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:__________________

BRENT A. LENZEN

FLORIDA REGISTRATION NUMBER: 78537

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

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.

STORM WATER MANAGEMENT

STORMWATER COLLECTION SHALL BE PROVIDED BY DITCH BOTTOM INLETS AND

CONVEYED FOR TREATMENT TO A NEARBY PROPOSED DRY POND. THE SYSTEMS

WILL OUTFALL TO NEARBY EXISTING MASTER SYSTEM, AND ULTIMATELY TO THE

ST. JOHNS RIVER AT A RATE THAT IS EQUAL TO OR LESS THAN THE EXISTING

DISCHARGE RATE.

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 14

DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY

SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT

MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED

AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF

10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH

AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL.

AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY

STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB-BASE UNTIL BITUMINOUS

PAVEMENT CAN BE APPLIED.

PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH

PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION

ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES

1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO

SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE

PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO

EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL

BE MULCHED IMMEDIATELY.

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.

SITE DESCRIPTION

PROJECT NAME AND LOCATION

GATEWAY PARK ENTRANCE

DEBARY, FLORIDA

*SEE COVER SHEET FOR LOCATION MAP

DEVELOPER NAME AND ADDRESS

CITY OF DEBARY

516 COLOMBA ROAD

DEBARY, FL 32713

CONTACT: RICHARD VILLASENOR

PHONE: (386) 601-0215

EMAIL: RVILLASENOR@DEBARY.ORG

PROJECT DESCRIPTION

THE PROPOSED GATEWAY PARK ENTRANCE DEVELOPMENT WILL CONSIST OF

DEVELOPING A NEW ACCESS ROAD THAT WILL CONNECT TO THE INTERSECTION

OF SAXON BOULEVARD AND NORTH CHARLES RICHARD BEALL BOULEVARD.

PROJECT AREA: 0.56 ACRES

CONTRIBUTING DRAINAGE AREA: 0.56 ACRES

LONGITUDE: 81° 18' 11" LATITUDE: 28° 54' 43"

ULTIMATE RECEIVING WATERS: ST. JOHNS RIVER

ACTIVITIES THAT REQUIRE EROSION CONTROL

PROVIDING A PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; 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:

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF CONSTRUCTION IS AS FOLLOWS:

1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE

2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS

3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE

4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN

5. FINISH CLEARING AND GRUBBING

6. REMOVE AND STORE TOPSOIL

7. PROVIDE INITIAL GRADING AS REQUIRED

8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE

9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER

10. INSTALL BASE TO ROAD AND PARKING AREA

11. FINISH GRADING ENTIRE SITE

12. CONSTRUCT FINAL PAVING

13. REMOVE ACCUMULATED SEDIMENT

14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED

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.

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