Civil_Site_Permit_Set_S&S_09-15-25.pdf

FOR

INDEX OF DRAWINGS

TALLAHASSEE

JACKSONVILLE

BROOKSVILLE

ORLANDO

TAMPA

FT. MYERS

MIAMI

PT. CHARLOTTE

SARASOTA

CONSTRUCTION PLANS

PINELLAS COUNTY, FLORIDA

PALM HARBOR PARKS AND RECREATION

132 MIRROR LAKE DRIVE N., SUITE 301

ST. PETERSBURG, FLORIDA 33701

TELEPHONE: 727.822.5566

CS1 COVER SHEET

GENERAL NOTES & SPECIFICATIONSC1

C2 C3

EXISTING CONDITIONS / DEMOLITION PLAN - 30 SCALE

SITE PLAN - 30 SCALE

C4 C5

GRADING & DRAINAGE PLAN - 20 SCALE

C6 C7 C8 C9 C10 C11 C12

SECTION 1, TOWNSHIP 28S, RANGE 15E

SITE

LOCATION

WANNEMACHER JENSEN ARCHITECTS INC.

CIVIL DETAILS

UTILITY PLAN - 20 SCALE

UTILITY DETAILS

SITE LOCATION MAP

NOT TO SCALE

ARCHITECT INFO

1500 16th STREET, PALM HARBOR, FL 34683

SILT & EROSION CONTROL PLAN - 30 SCALE

SILT & EROSION CONTROL DETAILS

STORM WATER POLLUTION PREVENTION PLAN

GRADING & DRAINAGE PLAN - 20 SCALE

CIVIL DETAILS

SITE

Daniel M. Vickstrom, P.E.

State of Florida P.E. No. 46090

REVISIONS:

13558

Sheet

CHK'D. BY:

PROJ. No.

DRN. BY:

SCALE:

DATE:

CS1

DMV

04.18.25

N.T.S.

KES

Original drawing is 24" x 36". Scale entities accordingly if reduced. All reproduction & intellectual property rights reserved © 2025.

132 Mirror Lake Drive N., Suite 202

Telephone No. (727) 894-0404 St. Petersburg, FL 33701

Registry No. 30184

PERMIT SET 09.15.25

DANIEL M. VICKSTROM, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 46090.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DANIEL M. VICKSTROM ON THE

DATE INDICATED HERE. SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

C :\U se rs

\K A

R E

N \O ne D riv e

V ic ks tr om

E ng in ee rin g

S er vi ce s, In c\ G en er al

V ic ks tr om E

N G

\P R

O

JE

C T

S \1

P al m

H ar bo r

R ec

C tr

\1 -C

IV

IL

\C A

D \1

C O

V E

R S

H T

.d w g, /1 2/

:5

5:

A M

TH

E

AR

CH

IT

EC

T' S

CO

M

M O

N L

AW

C

O

PY

RI

GH

T

AN

D O

TH

ER

P

RO

PE

RT

Y

RI

GH

TS

A

RE

H

ER

EB

Y

RE

SE

RV

ED

IN

T

HE

ID

EA

S, D

ES

IG

N

S, P

LA

N

S, D

RA

W

IN

GS

, A N

D

SP

EC

IF

IC

AT

IO

N

S

PR

O

DU

CE

D

BY

T

HE

A

RC

HI

TE

CT

TH

ES

E

ID

EA

S, D

ES

IG

N S, P

LA

N S, D

RA

W

IN

GS

, A

N D

SP

EC

IF

IC

AT

IO

N S

SH

AL

L N

O T

BE

R

EP

RO

DU

CE

D O

R

CO

N

VE

YE

D

IN

A

N Y

M

AN

N

ER

N O

R

AS

SI

GN

ED

T

O

AN

Y

TH

IR

D

PA

RT

Y W

IT

HO

U T

FI

RS

T O

BT

AI

N

IN

G

TH

E

EX

PR

ES

S W

RI

TT

EN

P

ER

M

IS

SI

O N

O F

TH

E

AR

CH

IT

EC

T.

C

O N

SE

N

T

IS

H

ER

EB

Y

GR

AN

TE

D

TO

GO

VE

RN

M

EN

TA

L

AG

EN

CI

ES

T O

R

EP

RO

DU

CE

T

HE

CO

N

ST

RU

CT

IO

N

D

RA

W

IN

GS

IN

C O

M

PL

IA

N

CE

W

IT

H

TH

E

ST

AT

E

ST

AT

U

TE

S.

T O

T

HE

B

ES

T O

F

TH

E

AR

CH

IT

EC

T'

S O

F

EN

GI

N

EE

R'

S

KN

O W

LE

DG

E, T

HE

PL

AN

S

AN

D

SP

EC

IF

IC

AT

IO

N S

CO

M

PL

Y

W

IT

H

TH

E

AP

PL

IC

AB

LE

M

IN

IM

U

M B

U

IL

DI

N

G

CO

DE

S

AN

D

TH

E

AP

PL

IC

AB

LE

F

IR

E

SA

FE

TY

S

TA

N

DA

RD

S

AS

DE

TE

RM

IN

ED

B

Y

TH

E

LO

CA

L

AU

TH

O

RI

TY

IN

AC

CO

RD

AN

CE

W

IT

H

CH

AP

TE

RS

A N

D

O

F

TH

E

FL

O

RI

DA

S

TA

TU

TE

S.

WJ

Ar chi tec ts

AR

(72 7)

2-5 ww w.w jar c.c om ©W an ne ma che r J en sen Ar chi tec ts, Inc

Project number

REV DESCRIPTION DATE

O ri g in a l d ra w in g is x

S c a le e n ti ti e s a c c o rd in g ly if re d u c e d

A ll re p ro d u c ti o n in te lle c tu a l p ro p e rt y ri g h ts re se rv e d

C1

GENERAL NOTES &

SPECIFICATIONS

PA

LM

H

AR

BO

R

PA

RK

S

AN

D

RE

CR

EA

TI

ON

PI

NE

LL

AS

C

OU

NT

Y

TH

S

TR

EE

T, P

AL

M

HA

RB

OR

F L 3

STORMWATER MANAGEMENT/DRAINAGE FACILITIES

MINIMUM ELEVATION = DESIGN GRADE

MINIMUM GRATE ELEVATION = DESIGN GRADE

MINIMUM CREST ELEVATION = DESIGN GRADE

MINIMUM BLEEDER ELEVATION = DESIGN GRADE

FLEXIBLE PAVEMENT GRADE:

(CROSS SLOPE AND LONGITUDINAL SLOPE)

F. RIGID (CONCRETE) PAVEMENT GRADE:

G. RIGID PAVEMENT GRADIENTS:

H. MAXIMUM HANDICAP RAMP = 1:12

ALLOWABLE TOLERANCES FOR THESE ACTIVITIES:

C. CATCH BASINS/INLETS/PIPE INVERTS:

THE FOLLOWING ARE THE ALLOWABLE DEVIATIONS FROM PROJECT DESIGN GRADES AND

GRADIENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM AND DOCUMENT

COMPLIANCE WITH THESE TOLERANCES PRIOR TO PROCEEDING FROM ONE PHASE OF

MAXIMUM ELEVATION = DESIGN GRADE + 0.10 FOOT

MAXIMUM GRATE ELEVATION = DESIGN GRADE + 0.10 FOOT

MAXIMUM CREST ELEVATION = DESIGN GRADE + 0.05 FOOT

MAXIMUM BLEEDER ELEVATION = DESIGN GRADE + 0.05 FOOT

MINIMUM TOP OF FILTER ELEVATION = DESIGN GRADE

MAXIMUM TOP OF FILTER ELEVATION = DESIGN GRADE + 0.05 FOOT

MINIMUM ELEVATION = DESIGN GRADE - 0.05 FOOT

MAXIMUM ELEVATION = DESIGN GRADE + 0.05 FOOT

MINIMUM ELEVATION = DESIGN GRADE - 0.10 FOOT

MAXIMUM ELEVATION = DESIGN GRADE + 0.10 FOOT

MINIMUM FLOWLINE GRADIENT = 90% OF DESIGN GRADIENT

MINIMUM ELEVATION = DESIGN GRADE - 0.10 FOOT

MAXIMUM ELEVATION = DESIGN GRADE + 0.10 FOOT

FLEXIBLE PAVEMENT GRADIENT = 90% OF DESIGN GRADIENT

MINIMUM ELEVATION = DESIGN GRADE - 0.05 FOOT

MAXIMUM ELEVATION = DESIGN GRADE + 0.05 FOOT

MINIMUM GRADIENTS = 90% OF DESIGN GRADIENT

(GRADIENT UNLESS OTHERWISE SPECIFIED BY LOCAL CODES)

UNLESS OTHERWISE SPECIFIED BY THE LOCAL UTILITY COMPANIES, THE FOLLOWING ARE THE

MINIMUM ELEVATION = DESIGN GRADE - 0.05 FOOT

MAXIMUM ELEVATION = DESIGN GRADE + 0.05 FOOT

(CROSS SLOPE AND LONGITUDINAL SLOPE)

J. ALIGNMENT/LOCATION OF APPURTENANCES:

AND PROVIDING THE FOLLOWING MINIMUM TESTING:

MINIMUM LINE GRADIENT = 90% OF DESIGN GRADIENT

AS ALLOWED BY THE APPLICABLE UTILITY AND/OR LOCAL GOVERNMENTAL ENTITY.

CONTRACTOR SHALL CONFIRM AND DOCUMENT THIS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, COORDINATING, DOCUMENTING,

WATER DISTRIBUTION - UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY, THE LINES

SHALL BE PRESSURE TESTED TO THE RATING OF THE PIPE. THE LINES SHALL BE TESTED IN

SEGMENTS BETWEEN MAINLINE VALVES. BACTERIOLOGICAL TEST SAMPLES SHALL BE TAKEN

AT ALL BRANCH LINE TERMINATION POINTS OR CONNECTION POINTS, AND ALONG THE MAIN

LINES AT DISTANCES NOT TO EXCEED 2,640 FEET. ALL HYDRANTS AND VALVES SHALL BE

OPERATED TO TEST PERFORMANCE. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF

36 HOURS NOTICE TO THE ENGINEER OF RECORD PRIOR TO TESTING.

WASTEWATER COLLECTION - UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY, THE

FORCE MAIN SHALL BE PRESSURE TESTED TO THE RATING OF THE PIPE. VALVES SHALL BE

OPERATED TO TEST PERFORMANCE. DEPENDING UPON WATER TABLE CONDITIONS

DETERMINED BY THE ENGINEER, THE GRAVITY LINES SHALL BE TESTED FOR EITHER

INFILTRATION OR EXFILTRATION AND INFLOW. THERE SHALL BE NO INFILTRATION /

EXFILTRATION OR INFLOW ALLOWED. THE CONTRACTOR SHALL SEAL ANY PIPE, FITTING OR

MANHOLE AS REQUIRED. THE CONTRACTOR SHALL PROVIDE A VIDEO TAPE OF ALL MAIN

GRAVITY LINES ALONG WITH A LOG OF LATERAL LOCATIONS. ALL ELECTRICAL AND

MECHANICAL DEVICES AT LIFT STATIONS SHALL BE TESTED TO VERIFY PROPER OPERATIONAL

STATUS. THE CONTRACTOR SHALL PROVIDE MAINTENANCE MANUALS TO THE OWNER. THE

PRIVATE ROADWAY/PARKING SUBGRADE - THE SUBGRADE SHALL BE TESTED FOR THE LBR VALUE

AT A FREQUENCY OF ONE PER 10,000 SF. DENSITY TESTS SHALL BE PERFORMED AT A

FREQUENCY OF TWO PER 10,000 SF. THICKNESS SHALL BE MEASURED AT EACH DENSITY TEST

LOCATION. A PROFESSIONAL ENGINEER'S CERTIFICATION OF COMPLIANCE SHALL BE

PRIVATE ROADWAY/PARKING BASE - THE BASE SHALL BE TESTED FOR THE LBR VALUE AT A

FREQUENCY OF ONE PER 10,000 SF. DENSITY TESTS SHALL BE PERFORMED AT A FREQUENCY

OF TWO PER 10,000 SF. A SIEVE ANALYSIS SHALL BE PERFORMED AT A FREQUENCY OF ONE

PER ACRE. THICKNESS SHALL BE MEASURED AT EACH DENSITY TEST LOCATION.

A PROFESSIONAL ENGINEER'S CERTIFICATION OF COMPLIANCE SHALL BE PROVIDED BY THE

PRIVATE ASPHALT PAVING - ASPHALTIC CONCRETE SHALL BE TESTED FOR THE FOLLOWING

PARAMETERS:

SHALL BE TESTED AT A FREQUENCY OF TWO PER ACRE. A PROFESSIONAL ENGINEER'S

CERTIFICATION OF COMPLIANCE SHALL BE PROVIDED BY THE TESTING LAB.

PUBLIC ROADWAYS - AS REQUIRED BY THE ENTITY HAVING JURISDICTION. THE CONTRACTOR

SHALL DETERMINE AND DOCUMENT THESE SPECIFICATIONS PRIOR TO BIDDING.

PORTLAND CEMENT CONCRETE - CONCRETE SHALL BE TESTED FOR THE FOLLOWING

SLUMP, MODULUS OF RUPTURE, AND 7 AND 28 DAY COMPRESSIVE STRENGTH. TESTS SHALL BE

PERFORMED ON SAMPLES TAKEN AT THE SITE AT A FREQUENCY OF TWO PER ACRE. A

PROFESSIONAL ENGINEER'S CERTIFICATION OF COMPLIANCE SHALL BE PROVIDED BY THE

MANAGEMENT DISTRICT AND LOCAL GOVERNMENT.

ANY AREA PLANNED FOR CLEARING.

AREAS PRIOR TO GRASSING.

SHALL COORDINATE WITH THE ENGINEER AND PERFORM A DRAWDOWN AND CAPACITY TEST OF

THE FACILITIES. THE CONTRACTOR SHALL PROVIDE SUFFICIENT WATER AND ACCEPTABLE

MEANS TO MEASURE THE WATER VOLUMES PROVIDED, IF REQUIRED BY THE ENGINEER. IF A

FILTRATION SYSTEM IS INCLUDED WITHIN THE PROJECT, THE FILTER MEDIA SHALL BE TESTED

FOR COMPLIANCE WITH ALL CURRENT SPECIFICATIONS OF THE WATER MANAGEMENT DISTRICT.

A PROFESSIONAL ENGINEER'S CERTIFICATION OF COMPLIANCE SHALL BE PROVIDED BY THE

IN ADDITION TO THE ENVIRONMENTAL PROTECTION DURING CONSTRUCTION SPECIFICATIONS,

THE CONTRACTOR SHALL PERFORM THE FOLLOWING IN THE ORDER LISTED:

A. PRIOR TO COMMENCEMENT, PROVIDE NOTIFICATION TO THE SOUTHWEST FLORIDA WATER

C. ERECT A TURBIDITY SCREEN ON ANY DOWNSTREAM SYSTEM WHICH RECEIVES RUNOFF FROM

THE PROJECT. INSTALL OUTFALL CONTROL STRUCTURE AND FILTRATION SYSTEM IF

D. PROVIDE A TEMPORARY FILTER CLOTH COVERED WITH GRAVEL OVER ANY PROPOSED

E. INSTALL A TEMPORARY TURBIDITY SCREEN AT ALL CONTROL STRUCTURES.

F. CONSTRUCT A TEMPORARY PERIMETER BERM AS NECESSARY TO DIRECT ALL RUNOFF WITHIN

G. MAINTAIN FILTER DURING CONSTRUCTION TO PROVIDE CONTINUOUS OPERATION.

H. UPON PERFORMING FINAL GRADING, THE CONTRACTOR SHALL REMOVE ALL SILTS, CLAYS

AND OTHER DELETERIOUS MATERIAL FROM THE BOTTOM OF ALL STORMWATER MANAGEMENT

RETENTION/DETENTION FACILITIES - IF INCLUDED WITHIN THE PROJECT, THE CONTRACTOR

CONSTRUCTION TOLERANCES

CONSTRUCTION TO THE NEXT:

A. PERIMETER CONTAINMENT BERM:

B. WATER CONTROL STRUCTURE:

D. SWALE GRADES/GRADIENTS:

E. PAVEMENT GRADES/GRADIENTS:

I. MANHOLES AND PIPE INVERTS:

TESTING

J. NOTIFY THE OWNER FOR FINAL INSPECTION.

SEDIMENT CONTROL FACILITIES.

I. AFTER ACHIEVING A NON-ERODIBLE COVER OF GRASS, REMOVE TEMPORARY FILTER CLOTH

AND GRAVEL OVER FILTERS AND REPLACE WITH NEW FILTER CLOTH AND COVER MATERIAL IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

K. UPON FINAL APPROVAL FROM THE OWNER, REMOVE ALL TEMPORARY EROSION AND

JOINTS - CONTRACTION JOINTS INDICATED ON DRAWINGS, OR AS REQUIRED, SHALL BE PLACED

5. PAVEMENT MARKING

5-01 QUALITY ASSURANCE

PERPENDICULAR TO THE FINISH GRADE OF THE CONCRETE. JOINTS SHALL BE CUT TO A DEPTH OF 1/4 OF THE SLAB THICKNESS BY CUTTING WITH AN EDGING TOOL HAVING A 1/4 INCH RADIUS

OR BY SAWING WITH A BLADE PRODUCING A CUT NOT LESS THAN 1/8 INCH IN WIDTH. SAW

JOINTS WITHIN 4 TO 6 HOURS OF CONCRETE PLACEMENT.

EXPANSION JOINTS SHALL BE PLACED WHERE INDICATED ON DRAWINGS, OR AS REQUIRED,

USING 1/2 INCH THICK PREFORMED EXPANSION JOINT MATERIAL. ANCHOR WITH APPROVED

DEVICES TO PREVENT DISPLACEMENT DURING PLACEMENT AND FINISHING. EDGES SHALL BE

ROUNDED WITH AN EDGING TOOL. JOINTS SHALL BE FULL DEPTH OF CONCRETE EXCEPT THAT

TOP EDGES SHALL BE 1/2 INCH BELOW THE FINISH CONCRETE SURFACE. EXPANSION JOINTS

SHALL BE SEALED TO THE SURFACE BY FILLING WITH JOINT SEALING COMPOUND. JOINTS

SHALL BE CLEANED AND DRY BEFORE SEALING COMPOUND IS PUT IN PLACE. CONSTRUCTION

JOINTS ARE TO BE USED AT CONTRACTION JOINT LOCATIONS TO STOP CONCRETE POURS.

CURING - CONCRETE SHALL BE CURED BY PROTECTING IT AGAINST LOSS OF MOISTURE AND

MECHANICAL INJURY FOR AT LEAST THREE DAYS AFTER PLACEMENT. A PIGMENTED LIQUID

CURING MEMBRANE SHALL BE APPLIED IMMEDIATELY AFTER FINISHING OPERATION AT THE RATE

OF ONE GALLON TO NOT MORE THAN 200 SQUARE FEET.

CLEANING AND SEALING JOINTS - JOINTS SHALL BE FILLED WITH JOINT-SEALING MATERIAL NO LESS THAN 8 HOURS AND WITHIN 2 WEEKS AFTER JOINTS ARE CUT. JUST PRIOR TO SEALING, EACH JOINT SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATERIAL INCLUDING ANY

MEMBRANE CURING COMPOUND.

TESTING - LABORATORY AND FIELD TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE.

IN ADDITION, ALL RETESTING SHALL BE DONE AT CONTRACTOR'S EXPENSE. DESIGN MIXES AND

TESTING REQUIREMENTS FOR THE CONCRETE PAVEMENT SHALL BE AS FOLLOWS:

A. FLEXURAL STRENGTH TESTS OF CONCRETE AS BASIS FOR DESIGN.

B. SLUMP, MODULUS OF RUPTURE AND 7-DAY AND 28-DAY COMPRESSIVE STRENGTH TESTS

SHALL BE PERFORMED ON SAMPLES TAKEN AT THE SITE AT A FREQUENCY OF TWO PER ACRE.

C. WHERE THE FLEXURAL STRENGTH OF THE CONCRETE IS SPECIFIED, MAKE ONE STRENGTH

TEST AND ONE FLEXURAL TEST FOLLOWING (ASTM C192 AND ASTM C78) FOR EACH 100 CUBIC

YARDS OR FRACTION THEREOF PLACED PER DAY. NUMBER OF CYLINDERS SHALL BE THREE

FOR STRENGTH TEST AND THREE FOR FLEXURAL TEST. TEST ONE AT THREE DAYS, ONE AT

SEVEN DAYS AND ONE AT 28 DAYS.

WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN A NEAT AND

ACCURATE MANNER. ALL EQUIPMENT SHALL BE OF A TYPE AND DESIGN WHICH WILL READILY

5-02 REFERENCE STANDARDS

5-03 SUBMITTALS

5-05 EXECUTION

FOLLOWS:

CODES.

OBTAIN THE REQUIRED UNIFORMITY OF APPLICATION OF THE PAVEMENT MARKINGS BOTH AS TO

THICKNESS OF COATING AND AS TO ALIGNMENT.

THE FOLLOWING PUBLICATIONS OF THE ISSUE LISTED BELOW, BUT REFERRED TO THEREAFTER

BY BASIC DESIGNATION ONLY, FORM A PART OF THIS SPECIFICATION TO THE EXTENT INDICATED

BY THE REFERENCES THERETO:

A. SECTIONS 710 AND 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

B. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS

PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY

ADMINISTRATION, LATEST EDITION.

SUBMIT PAINT TESTS, AS SPECIFIED IN SECTION 971 OF THE FDOT SPECIFICATIONS AND AS

APPLICABLE TO HEREINAFTER SPECIFIED MATERIAL.

5-04 MATERIALS AND COLORS

THERMOPLASTIC - IN ACCORDANCE WITH REQUIREMENTS AS SPECIFIED IN SECTION 711 OF THE

FDOT SPECIFICATIONS.

PAINT - IN ACCORDANCE WITH REQUIREMENTS AS SPECIFIED IN SECTION 971-12, CODE T-2 OF

THE FDOT SPECIFICATIONS, LATEX PAINT ONLY.

COLORS - YELLOW AND WHITE PER FDOT, OR AS INDICATED ON THE DRAWINGS.

TIME OF APPLICATION - PAINTING SHALL BE DONE ONLY DURING DAYLIGHT HOURS AND, AS FAR

AS PRACTICAL, SHALL BE TERMINATED IN TIME TO PERMIT SUFFICIENT DRYING BY SUNSET.

WEATHER LIMITATIONS - NO PAINT SHALL BE APPLIED WHEN ANY MOISTURE IS PRESENT ON THE SURFACE TO BE PAINTED OR WHEN THE AIR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT.

PAINTING SHALL NOT BE DONE WHEN WINDS ARE SUFFICIENT TO CAUSE SPRAY DUST.

PREPARATION OF SURFACE TO BE PAINTED - THE SURFACE WHICH IS TO BE PAINTED SHALL BE CLEANED, BY COMPRESSED AIR OR OTHER EFFECTIVE MEANS, IMMEDIATELY BEFORE THE START

OF PAINTING AND SHALL BE CLEAN AND DRY WHEN THE PAINT IS APPLIED. ANY VEGETATION

OR LOOSE SOILS SHALL BE REMOVED FROM THE PAVEMENT BEFORE STRIPING IS BEGUN.

MIXING PAINT - THE PAINT SHALL BE THOROUGHLY MIXED BEFORE IT IS POURED INTO THE

PAINTING MACHINE AND NO THINNING OF THE PAINT IN THE MACHINE WILL BE ALLOWED AT ANY

TIME. BEFORE THE START OF EACH DAY'S WORK, THE PAINT CONTAINER, CONNECTIONS AND

THE SPRAY NOZZLES ON THE MACHINE SHALL BE THOROUGHLY CLEANED WITH PAINT THINNER

OR OTHER SUITABLE CLEANER.

PAINT APPLICATION - THE TRAFFIC MARKINGS SHALL BE OF THE SPECIFIED DIMENSIONS WITH

CLEAN, TRUE EDGES AND WITHOUT SHARP BREAKS IN THE ALIGNMENT. A UNIFORM COATING

OF PAINT SHALL BE OBTAINED AND THE FINISHED MARKINGS SHALL CONTAIN NO LIGHT SPOTS OR PAINT SKIPS. ANY STRIPES WHICH DO NOT HAVE A UNIFORM, SATISFACTORY APPEARANCE, BOTH DAY AND NIGHT, SHALL BE CORRECTED.

RATE OF PAINT APPLICATION - THE MINIMUM RATE OF APPLICATION FOR PAINT SHALL BE AS

A. FOUR INCH SOLID: 20 GALLONS PER MILE.

B. HANDICAP LOGO: IN CONFORMANCE TO THE REQUIREMENTS OF THIS SECTION AND LOCAL

C. ANY OTHER WIDTH STRIPE OR MARKINGS: A DIRECT PROPORTION OF THE ABOVE ITEM A.

A. SOIL CLASSIFICATION - ONE TEST FROM EACH TYPE OF MATERIAL ENCOUNTERED AND/OR

PROVIDED TO THE ENGINEER.

2-07 TESTING

MATERIALS SHALL BE AS FOLLOWS:

SUPPLEMENTAL SPECIFICATIONS

GENERAL

OR REQUIREMENT SHALL BE USED.

THE MOST RESTRICTIVE.

THE DRY. WORK OF THIS SECTION INCLUDES INSTALLATION, OPERATIONS, MAINTENANCE,

REGULATIONS. CONDUCT OPERATIONS SO THAT STORMWATER RUNOFF SEDIMENT IS NOT

RESTRICTIVE.

UNSUITABLE MATERIALS

3. DE-WATERING

3-01 GENERAL

3-02 METHOD

THE CONTRACTOR WILL PROVIDE THE SERVICES OF A TESTING LABORATORY TO PERFORM

SPECIFIED TESTS, INSPECTIONS, INSTRUMENTATION AND INSPECTION OF THE WORK. TESTS OF

PROPOSED TO BE USED.

B. LABORATORY TESTS FOR MOISTURE-CONTENT AND DENSITY ACCORDING TO AASHTO T-180 -

ONE TEST FOR EACH MATERIAL ENCOUNTERED AND/OR PROPOSED TO BE USED.

C. FIELD TESTS FOR MOISTURE CONTENT AND DENSITY - ONE TEST PER LAYER OF FILL PER

5,000 SQUARE FEET OF AREA.

ONE COPY OF ALL TEST REPORTS, SIGNED AND SEALED BY TESTING LABORATORY ARE TO BE

THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ADHERE TO THE SPECIFICATIONS AND

STANDARDS OF THE UTILITY COMPANIES WHICH ARE SERVING THE PROJECT SITE. THE

CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL SITE DEVELOPMENT

STANDARDS AND CODES OF THE REGULATORY AGENCIES ASSOCIATED WITH THIS PROJECT.

THE LATEST VERSION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE

CONSTRUCTION STANDARD SPECIFICATIONS THE LATEST FLORIDA DEPARTMENT OF

TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS SHALL BE INCLUDED WITHIN THE

PROJECT SPECIFICATIONS. UNLESS OTHERWISE NOTED, EITHER ON THE PLANS OR WITHIN THE

SPECIFICATIONS, THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS AND THE LATEST FLORIDA DEPARTMENT OF

TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS SHALL APPLY INCLUDING

REFERENCES THEREIN. THE GENERAL DESCRIPTION OF THE NATURE OF THE WORK SHALL BE

SUFFICIENT CORRELATION TO THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, EXACT ITEM DESCRIPTION IS NOT REQUIRED. IN THE EVENT THERE ARE CONFLICTS BETWEEN

SPECIFICATIONS OR REQUIREMENTS, THE MOST RESTRICTIVE (CONSERVATIVE) SPECIFICATION

POTABLE WATER DISTRIBUTION/WASTEWATER COLLECTION INSTALLATION

UNLESS OTHERWISE NOTED ON THE PLANS, THE STANDARDS AND SPECIFICATIONS OF THE

ASSOCIATED UTILITY COMPANY SERVING THE PROJECT SITE SHALL BE ADHERED TO FOR ALL

MATERIALS, INSTALLATION, TESTING, AND CERTIFICATION ACTIVITIES FOR ALL PUMP STATIONS, MAIN LINES, SERVICES, AND APPURTENANCES. IF STANDARDS AND SPECIFICATIONS ARE NOT

AVAILABLE, THE CONTRACTOR SHALL CONFORM TO THE LATEST STANDARDS AND

SPECIFICATIONS ADOPTED BY LOCAL UTILITIES, LOCAL GOVERNMENTAL REGULATIONS, OR THE

MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES, WHICHEVER IS SPECIFICALLY

STORMWATER PIPE INSTALLATION AND MISCELLANEOUS EXCAVATIONS

UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL

PERFORM THE EXCAVATION, BEDDING, JOINTS, AND BACKFILLING OPERATIONS IN ACCORDANCE WITH THE POTABLE WATER/WASTEWATER INSTALLATION SPECIFICATIONS, LOCAL GOVERNMENTAL REGULATIONS OR STANDARDS, F.D.O.T. STANDARDS AND SPECIFICATIONS, OR MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES, WHICHEVER IS SPECIFICALLY THE MOST

IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY AREA AND/OR UTILITY AREAS

IT SHALL BE REMOVED TO A DEPTH OF THREE (3.0') FEET BELOW THE SUB-BASE OR TRENCH

BOTTOM AND SHALL BE BACKFILLED WITH A-3 MATERIAL OR BETTER WITH PLACEMENT AND

COMPACTION METHODS IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, OR AS OTHERWISE NOTED ON

THE PLANS. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE, UNLESS THE

ENGINEER APPROVES USE WITHIN LANDSCAPED AREAS.

DE-WATERING CONSISTS OF PERFORMING ALL WORK NECESSARY TO REMOVE SURFACE WATER

AND/OR CONTROL THE GROUND WATER LEVELS AND HYDROSTATIC PRESSURES IN ORDER TO

PERMIT ALL EXCAVATION AND CONSTRUCTION UNDER THIS CONTRACT TO BE PERFORMED IN

SUPERVISION, SUPPLY, DISMANTLING, AND REMOVAL FROM THE SITE OF THE DE-WATERING

EQUIPMENT. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE POTENTIAL FOR

EXCESSIVE RAINFALL, THE GROUND CONDITIONS, AND THE GROUND WATER CONDITIONS.

GROUND WATER ELEVATION CAN FLUCTUATE. IT IS ANTICIPATED THAT ANY EXCAVATIONS MAY

ENCOUNTER THE GROUND WATER TABLE.

DRAINAGE OF THE SITE - AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN AND OPERATE

ADEQUATE SURFACE AND SUBSURFACE DRAINAGE METHODS IN ORDER TO KEEP THE

CONSTRUCTION SITE DRY AND IN SUCH CONDITION THAT PLACEMENT AND COMPACTION OF FILL

MAY PROCEED UNHINDERED BY SATURATION OF THE AREA. DURING CONSTRUCTION, THE

SURFACE OF THE BACKFILL AREA SHALL BE LEFT IN SUCH CONDITION THAT PRECIPITATION AND/

OR SURFACE WATER WILL RUN OFF WITHOUT PONDING.

THE CONTROL OF ALL SURFACE AND SUBSURFACE WATER IS PART OF THE DE-WATERING

REQUIREMENTS. MAINTAIN ADEQUATE CONTROL SO THAT THE STABILITY OF EXCAVATED AND

CONSTRUCTION SLOPES IS NOT ADVERSELY AFFECTED BY WATER, THAT EROSION IS

CONTROLLED, AND THE FLOODING OF EXCAVATIONS OR DAMAGE TO STRUCTURES DOES NOT

OCCUR. DRAIN SURFACE WATER AWAY FROM THE EXCAVATION. DISPOSE OF ALL WATER

REMOVED FROM THE EXCAVATION IN A MANNER THAT WILL NOT ENDANGER PUBLIC HEALTH,

PROPERTY, OR PORTIONS OF THE WORK UNDER CONSTRUCTION OR COMPLETED. DISPOSE OF

WATER IN A MANNER THAT WILL CAUSE NO INCONVENIENCE WHATSOEVER TO THE OWNER OR

TO OTHERS ENGAGED IN WORK AT THE SITE. DISPOSE OF WATER RESULTING FROM

DE-WATERING OPERATIONS IN ACCORDANCE WITH CITY, COUNTY, STATE AND FEDERAL

DISCHARGED TO THE ADJACENT WATER BODIES, SEWERS, STREETS AND ADJACENT

PROPERTIES. DE-WATERING SYSTEM SHALL BE SO DESIGNED AS TO PREVENT REMOVAL OF 5-08 CORRECTIVE MEASURES

5-09 SPARE PAINT

5-10 MARKING TYPE

D. REQUIRED FILM THICKNESS: THE MINIMUM WET FILM THICKNESS FOR ALL PAINTED AREAS

SHALL BE 15 MILS.

E. ALIGNMENT OF STRIPES: WHERE A STRIPE DEVIATES FROM THE CORRECT ALIGNMENT, AS

INDICATED BY THE STRING LINE, BY MORE THAN ONE INCH IN ANY 20 FOOT LENGTH, IT SHALL

BE OBLITERATED AND THE STRIPE CORRECTED HEREINAFTER AS SPECIFIED IN SECTION

5-08 CORRECTIVE MEASURES.

5-06 PROTECTION OF PAINTED MARKINGS

PROTECTION OF STRIPES - ALL NEWLY PAINTED STRIPES, OR OTHER MARKINGS, SHALL BE

PROTECTED UNTIL THE PAINT IS SUFFICIENTLY DRY TO PERMIT VEHICLES TO CROSS THE

MARKING WITHOUT DAMAGE FROM THE TIRES.

REPAIR OF DAMAGED AREAS - ANY PORTIONS OF THE STRIPES DAMAGED BY PASSING TRAFFIC

OR FROM ANY OTHER CAUSE, SHALL BE REPAINTED AT THE CONTRACTOR'S EXPENSE.

5-07 DIMENSION AND ALIGNMENT TOLERANCE

DIMENSIONS - NO MARKING SHALL BE LESS THAN THE SPECIFIED WIDTH. NO MARKINGS SHALL

EXCEED THE SPECIFIED WIDTH BY MORE THAN ONE-HALF INCH. ALIGNMENT TOLERANCES

SHALL BE AS SPECIFIED IN SECTION 5-05 EXECUTION (E).

CORRECTION RATES - ANY CORRECTIONS OF VARIATION IN THE WIDTH OF OR IN THE ALIGNMENT

OF STRIPES SHALL NOT BE MADE ABRUPTLY BUT THE STRIPES SHALL BE RETURNED TO THE

DESIGN WIDTH AT THE RATE OF AT LEAST 10 FEET FOR EACH 1/2 INCH OF CORRECTION.

ALL PAINTED MARKINGS WHICH FAIL TO MEET THE SPECIFICATIONS, INCLUDING THE PERMISSIBLE

TOLERANCES AND THE APPEARANCE REQUIREMENTS, OR ARE MARRED OR DAMAGED BY

TRAFFIC OR FROM OTHER CAUSES, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

ALL DRIP AND SPATTERED PAINT SHALL BE REMOVED. WHENEVER IT IS NECESSARY TO

REMOVE PAINT, IT SHALL BE DONE BY MEANS WHICH WILL NOT DAMAGE THE UNDERLYING

SURFACE OF THE PAVEMENT. WHEN NECESSARY TO CORRECT A DEVIATION WHICH EXCEEDS

THE PERMISSIBLE TOLERANCE IN ALIGNMENT, THAT PORTION OF THE STRIPE AFFECTED SHALL

BE REMOVED AND REPAINTED IN ACCORDANCE WITH THESE SPECIFICATIONS.

CORRECTIVE DEVICES - MIS-ALIGNMENT, DEFECTIVE SURFACES, ETC, SHALL BE CORRECTED BY CHEMICAL AGENTS, OR BY ANY OTHER TYPE OF MECHANICAL DEVICE, WHICH WILL EFFECTIVELY

REMOVE THE PAINT WITHOUT DAMAGE TO THE PAVEMENT SURFACE, OR WHICH WILL NOT

PREVENT THE RE-APPLICATION OF MARKINGS.

PROVIDE THE OWNER WITH A MINIMUM OF FIVE (5) GALLONS OF TRAFFIC PAINT FROM THE SAME BATCH USED IN APPLICATION OF PAVEMENT MARKINGS. ALSO PROVIDE PAINT SPECIFICATIONS

AND THE MANUFACTURER'S IDENTIFICATION NUMBER OF THE PAINT USED.

ANY PAVEMENT MARKINGS LOCATED WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE THERMOPLASTIC

UNLESS OTHERWISE INDICATED. ANY PAVEMENT MARKINGS LOCATED ON-SITE SHALL BE PAINT

UNLESS OTHERWISE INDICATED.

STANDARD

SECTION 350 "CEMENT CONCRETE PAVEMENT".

D. T-180 MOISTURE-DENSITY RELATIONS OF SOILS

THIS SECTION.

SUBMIT FOR REVIEW THE FOLLOWING:

B. EXPANSION JOINT FILLER DATA

C. JOINT SEALER DATA

E. RESULTS OF CONCRETE TESTS

SS-S-200d (COLD APPLIED).

CONFORM TO ASTM D1751-73.

UNLESS OTHERWISE SPECIFIED HEREIN.

4. PORTLAND CEMENT CONCRETE PAVING

4-01 QUALITY ASSURANCE

4-02 REFERENCE STANDARDS

4-03 SUBMITTALS

4-04 MATERIALS

4-05 EXECUTION

COMPLY WITH ACI STANDARDS "RECOMMENDED PRACTICES FOR CONSTRUCTION OF CONCRETE

PAVEMENTS AND CONCRETE BASES" (ACI316, LATEST EDITION).

THE FOLLOWING REFERENCE STANDARDS OF THE ISSUES LISTED BELOW, BUT REFERRED TO

THEREAFTER BY BASIC DESIGNATION ONLY, FORM A PART OF THIS SPECIFICATION TO THE

EXTENT INDICATED BY THE REFERENCES THERETO. TESTS SHALL BE PERFORMED IN

ACCORDANCE WITH HEREINAFTER SPECIFIED STANDARDS.

A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

C. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDS & SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION)

THE CONTRACTOR SHALL SUBMIT TWO COPIES OF TEST REPORTS PREPARED BY AN

INDEPENDENT TESTING LABORATORY AND CERTIFIED BY A PROFESSIONAL ENGINEER

REGISTERED TO PRACTICE IN THE STATE OF FLORIDA. THESE REPORTS SHALL INDICATE ALL

TESTS PERFORMED AND SHALL INCLUDE A CERTIFICATION STATEMENT OF COMPLIANCE WITH

THE PROJECT SPECIFICATION. TESTS SHALL BE PERFORMED AS SPECIFIED UNDER

A. CONCRETE DESIGN MIX AND PROVING FLEXURAL STRENGTH (MODULUS OF RUPTURE) TESTS

D. "PROPOSED PAVING CONSTRUCTION PLAN" WHICH SHALL SHOW THE CONCRETE PAVING

JOINT TYPES AND LOCATIONS AND SHALL INCLUDE A STATEMENT OF PROPOSED SEQUENCE

AND SCHEDULE OF PAVING OPERATIONS

F. RESULTS OF FIELD TESTS OF LBR AND COMPACTION OF STABILIZED SUBGRADE

STABILIZED SUBGRADE - PROVIDE 12 INCH STABILIZED SUBGRADE (LBR 40 MIN) COMPACTED TO

A MINIMUM DENSITY OF 98% AS DETERMINED BY AASHTO T-180.

CONCRETE - CONCRETE FOR CONCRETE PAVEMENT SHALL HAVE A COMPRESSIVE STRENGTH OF

3000 PSI AT 28 DAYS, A SLUMP RANGE BETWEEN 2 TO 4 INCHES AND A 28-DAY MODULUS OF

RUPTURE OF 650 PSI AS DETERMINED BY THE REQUIREMENTS OF PARAGRAPH TESTING

SPECIFIED HEREINAFTER.

JOINT SEALER - JOINT SEALING SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-S1401 OR

PRE-MOLDED EXPANSION JOINT FILLER - PRE-MOLDED EXPANSION JOINT FILLER SHALL

COMPLY WITH ACI STANDARD 316-74 AND SECTION 350, FDOT STANDARDS AND SPECIFICATIONS, FINAL GRADING - ALL CONCRETE PAVEMENT SHALL HAVE A MAXIMUM DEVIATION OF 1/8 INCH(+/-)

FROM THE SPECIFIED SURFACE PLANE AND PLAN GRADES. THE SURFACE FINISH SHALL BE

APPROVED BY THE OWNER OR HIS REPRESENTATIVE. IN GENERAL, THE TEXTURE IS OF A

MEDIUM BROOM FINISH AFTER FLOATING.

SOIL FINES FROM THE SITE DURING THE DE-WATERING OPERATION.

1. EARTHWORK

GENERAL

1-01 SUBMITTALS

B. COMPACTION TESTS

D. PRESERVATION PLANS

1-02 SITE EXAMINATION

1-05 JOB CONDITIONS

PRE-BID SUBMITTAL

PRE-CONSTRUCTION

CONSTRUCTION SAFETY AND LIABILITY

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE CONDITIONS FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN FROM

THE OWNER A WRITTEN LIST OF ALL PERMITS AND COPIES THEREOF, AND CAREFULLY REVIEW

ALL PLANS, SPECIFICATIONS, AND PERMITS PREVIOUSLY SECURED ON BEHALF OF THE OWNER.

IN CASE OF ANY DISCREPANCY EITHER IN PERMIT DOCUMENTS, PLANS, DRAWINGS, OR

SPECIFICATIONS, THE CONTRACTOR MUST PROMPTLY SUBMIT A "WRITTEN CLARIFICATION

REQUEST" TO THE OWNER, WHO WILL PROMPTLY FORWARD SAME TO THE ENGINEER WHO WILL

MAKE A DETERMINATION IN WRITING. THE CONTRACTOR MUST VERIFY EXISTING FACILITY

INFORMATION, AND ALL DESIGN/PERMIT DATA REQUIRED FOR WORK THAT IS TO CONNECT WITH

EXISTING FACILITIES. ANY DISCREPANCIES BETWEEN THE CONTRACT REQUIREMENTS AND THE

EXISTING CONDITIONS MUST BE REFERRED TO THE OWNER, IN WRITING, FOR AN ENGINEERING

DETERMINATION. ANY FURTHER ADJUSTMENT DUE TO FAILURE BY THE CONTRACTOR TO

IDENTIFY THE RELATED DISCREPANCY, WILL BE AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY LICENSES AND ADDITIONAL PERMITS

AND FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, CODES, AND

REGULATIONS IN CONNECTION WITH THE PERFORMANCE OF THE WORK.

THE CONTRACTOR MUST TAKE PROPER SAFETY AND HEALTH PRECAUTIONS TO PROTECT THE

WORK, THE WORKERS, THE PUBLIC, AND THE PROPERTY OF OTHERS. THE CONTRACTOR IS

RESPONSIBLE FOR ALL MATERIALS DELIVERED AND WORK PERFORMED UNTIL COMPLETION AND

ALL ACCEPTANCES HAVE BEEN OBTAINED. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING

CONSTRUCTION IN ACCORDANCE WITH "THE STATE OF FLORIDA MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES. " THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO PERSONS OR

PROPERTY THAT OCCURS AS A RESULT OF HIS NEGLIGENCE. THE CONTRACTOR MUST SAVE

HARMLESS AND INDEMNIFY THE OWNER AND VICKSTROM ENGINEERING SERVICES, INC., ITS

OFFICERS, REPRESENTATIVES, AND EMPLOYEES FROM ALL CLAIMS, LOSS, DAMAGE, ACTIONS,

CAUSES OF ACTION, AND/OR EXPENSES RESULTING FROM, BROUGHT FOR, OR ON ACCOUNT OF

ANY PERSONAL INJURY OR PROPERTY DAMAGE RECEIVED OR SUSTAINED BY ANY PERSONS OR

PROPERTY GROWING OUT OF, OCCURRING, OR ATTRIBUTABLE TO ANY WORK PERFORMED

UNDER OR RELATED TO THIS CONTRACT, RESULTING IN WHOLE OR IN PART FROM THE

NEGLIGENT ACTS OR OMISSIONS OF THE CONTRACTOR, ANY SUBCONTRACTOR, OR ANY

EMPLOYEE, AGENT, OR REPRESENTATIVE OF THE CONTRACTOR OR ANY SUBCONTRACTOR.

THE OWNER SHALL SECURE PRIOR TO CONSTRUCTION A PROFESSIONAL LAND SURVEYOR TO

PERFORM AN "AS-BUILT" SURVEY OF ALL COMPLETED IMPROVEMENTS. THE OWNER SHALL

ALSO SECURE PRIOR TO CONSTRUCTION A PROFESSIONAL ENGINEER TO PROVIDE THE

APPROPRIATE SERVICES NEEDED IN ORDER TO CERTIFY TO ALL APPLICABLE REGULATORY

AGENCIES THAT THE IMPROVEMENTS WERE CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH

ALL APPLICABLE PERMITS AND APPROVALS. THE OWNER SHALL COORDINATE A PRE-

CONSTRUCTION MEETING WITH THE ENGINEER, SURVEYOR, CONTRACTOR, TESTING LAB, UTILITY

PROTECTION:

2. EXECUTION

2-01 GENERAL

LONGER REQUIRED.

3. AFFIDAVIT.

4. RELEASE OF LIEN.

5. BILL OF SALE.

CONSTRUCTED.

BE PROVIDED:

SUBMITTING TO UTILITY.

2. EASEMENT ACKNOWLEDGMENT.

TRANSFERRED TO A NEW OWNER.

LATERALS.

11. INSPECTION REPORT(S).

REPORTS.

ITEMS 9-17 TO BE SUPPLIED BY ENGINEER OF RECORD.

12. PRESSURE TEST REPORT(S).

15. BACTERIOLOGICAL TEST REPORT(S).

17. SYSTEM(S) ACCEPTANCE LETTER(S) FROM F.D.E.P.

10. F.D.E.P. APPLICATION(S).

A SHOP DRAWING SUBMISSION SCHEDULE FOR ALL PROJECT MATERIALS AND COMPONENTS.

THE CONTRACTOR SHALL NOT INITIATE CONSTRUCTION OF ANY PORTION OF THE

IMPROVEMENTS UNTIL THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED FOR THAT

PORTION BY THE ENGINEER. THE OWNER, CONTRACTOR, ENGINEER AND UTILITY COMPANY

SHALL ALSO DISCUSS ALL DOCUMENTATION REQUIRED FOR CONTRIBUTED FACILITIES TRANSFER

FROM THE OWNER/DEVELOPER TO THE UTILITY COMPANY UPON PROJECT COMPLETION.

UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY, THE FOLLOWING DOCUMENTS SHALL

DOCUMENTS REQUIRED FOR CONTRIBUTED FACILITIES FROM DEVELOPER TO UTILITY COMPANY:

1. UTILITY EASEMENT(S): MUST BE RECORDED AT COUNTY CLERK OF COURT OFFICE BEFORE

6. ASSIGNMENT OF RIGHTS UNDER UTILITY AGREEMENT: WHEN PROPERTY HAS BEEN

7. DESCRIPTION OF FACILITIES: A SHORT EXPLANATION DEPICTING WHAT HAS BEEN

8. DETAILED COST OF CONSTRUCTION; MUST INCLUDE INDIVIDUAL ITEMS OR APPURTENANCES, UNIT COST AND TOTAL COST OF EACH. DO NOT INCLUDE WATER SERVICE LINES OR SEWER

9. RECORD DRAWINGS (AS-BUILT): MUST BE SIGNED AND SEALED BY ENGINEER OF RECORD.

SUBMIT A PDF, CAD DRAWING FILE AND TWO COPIES OF PRINTS.

13. INFILTRATION-EXFILTRATION TEST REPORT(S), INCLUDING VIDEO TAPES AND LAMPING

14. LIFT STATION INSPECTION (START-UP) REPORT(S) AND EQUIPMENT SHOP DRAWINGS.

16. ENGINEER'S CERTIFICATE OF SUBSTANTIAL COMPLETION TO F.D.E.P.

ITEMS 1-8 TO BE SUPPLIED BY OWNER.

UNLESS OTHERWISE SPECIFIED BY THE UTILITY, THE CONTRACTOR SHALL NOTIFY THE

SUPERINTENDENTS OF THE WATER, GAS, SEWER, TELEPHONE, AND POWER COMPANIES, 10 DAYS

IN ADVANCE, THAT HE INTENDS TO START WORK IN A SPECIFIC AREA. THE OWNER AND

ENGINEER DISCLAIM ANY RESPONSIBILITY FOR THE SUPPORT AND PROTECTION OF SEWERS,

DRAINS, WATER LINES, GAS LINES, CONDUITS OF ANY KIND, UTILITIES OR OTHER STRUCTURES OWNED BY THE CITY, COUNTY, STATE OR BY PRIVATE OR PUBLIC UTILITIES LEGALLY OCCUPYING

ANY STREET, ALLEY, PUBLIC PLACE, RIGHT-OF-WAY, OR EASEMENT.

COMPANIES, AND APPROPRIATE REGULATORY AGENCIES. THE CONTRACTOR SHALL PROVIDE

2-04 STRIPPING

2-05 EXECUTION

COMPLETED. EXCAVATE TO GRADES REQUIRED TO ACCOMMODATE THE PROPOSED

OTHERWISE.

ENVIRONMENTAL PROTECTION DURING CONSTRUCTION

BE NOTIFIED.

PROTECTION OF FISH AND WILDLIFE

PROTECTION OF LAND RESOURCES - EXCEPT IN AREAS IDENTIFIED ON THE PLANS TO BE

CLEARED, THE CONTRACTOR MUST NOT DEFACE, INJURE, OR DESTROY TREES OR SHRUBS OR

REMOVE OR CUT THEM WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. IN THE ABSENCE

OF A CLEARING PLAN, AREAS SHOWN FOR IMPROVEMENTS SHALL BE CLEARED UNLESS NOTED

PROTECTION OF WATER RESOURCES - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

INVESTIGATE AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, REGIONAL, COUNTY, AND

MUNICIPAL LAWS CONCERNING POLLUTION OF WATER RESOURCES. ALL WORK MUST BE

PERFORMED IN SUCH A MANNER THAT OBJECTIONABLE CONDITIONS WILL NOT BE CREATED IN

PUBLIC WATERS RUNNING THROUGH, OR ADJACENT TO THE PROJECT AREA.

EROSION AND SEDIMENT CONTROL - ALL PRACTICABLE AND NECESSARY EFFORT SHOULD BE

TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND THE TRANSPORT OF

SEDIMENT TO SURFACE DRAINS, SURFACE WATER, OR ONTO OTHER PROPERTY BY ANY OR ALL

OF THE FOLLOWING METHODS:

1. STORMWATER FACILITIES ARE TO BE BUILT AS EARLY IN THE CONSTRUCTION PHASE AS

POSSIBLE TO ENSURE THE TREATMENT OF STORMWATER RUNOFF. TEMPORARY EROSION

AND SEDIMENT CONTROL MEASURES, HOWEVER, SUCH AS BERMS, SEDIMENT BASINS,

GRASSING, SODDING, SAND BAGGING, BALED HAY OR STRAW, FLOATING SILT BARRIERS,

STACKED SILT BARRIERS, ETC. MUST BE PROVIDED AND MAINTAINED UNTIL THE PERMANENT

FACILITIES ARE COMPLETED AND OPERATIONAL.

2. RE-VEGETATION AND STABILIZATION OF DISTURBED GROUND SURFACES SHOULD BE

ACCOMPLISHED AS SOON AS POSSIBLE.

3. FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES.

4. PROHIBIT THE USE OF ANY CONSTRUCTION EQUIPMENT THAT LEAKS EXCESSIVE AMOUNTS

OF FUEL, OIL, OR HYDRAULIC FLUID.

ALL DISTURBED AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, EXCEPT RETENTION AREAS, AND SHALL BE STABILIZED BY SODDING, EXCEPT WHERE SEEDING AND MULCHING ARE CALLED

FOR ON THE PLANS. THE LATEST VERSION OF THE F.D.O.T. ROAD & BRIDGE SPECIFICATIONS

SHALL BE USED, UNLESS MORE RESTRICTIVE LOCAL SPECIFICATIONS EXIST.

THE CONTRACTOR MUST AT ALL TIMES PERFORM ALL WORK IN A WAY AND TAKE SUCH STEPS

AS REQUIRED TO PREVENT ANY INTERFERENCE WITH OR DISTURBANCE TO FISH AND WILDLIFE.

THE CONTRACTOR SHALL NOT ALTER WATER FLOWS OR OTHERWISE DISTURB NATIVE HABITATS

AND JURISDICTIONAL WETLANDS LOCATED WITHIN AND/OR ADJACENT TO THE PROJECT AREA.

RECORDING AND PRESERVING HISTORICAL AND ARCHEOLOGICAL FINDS

ALL ITEMS HAVING ANY APPARENT HISTORICAL OR ARCHEOLOGICAL INTEREST THAT ARE

DISCOVERED IN THE COURSE OF ANY CONSTRUCTION ACTIVITIES MUST BE CAREFULLY

PRESERVED. THE CONTRACTOR MUST LEAVE THE ARCHEOLOGICAL FIND UNDISTURBED AND

MUST IMMEDIATELY REPORT THE FIND TO THE OWNER SO THAT THE PROPER AUTHORITY MAY

A. EROSION AND CONTROL MEASURES

C. SOILS CLASSIFICATION TESTS

BEFORE SUBMITTING BIDS, CONTRACTORS SHALL INFORM THEMSELVES AS TO LOCATION AND

NATURE OF THE WORK, CHARACTER OF EQUIPMENT AND FACILITIES NEEDED FOR

PERFORMANCE OF THE WORK, GENERAL AND LOCAL CONDITIONS PREVAILING AT THE SITE, AND

OTHER MATTERS WHICH MAY, IN ANY WAY, AFFECT THE WORK UNDER CONTRACT.

EXAMINE SOURCES OF INFORMATION CONCERNING GROUND WATER LEVEL, WHETHER SURFACE

OR SUBSURFACE. EACH BIDDER TO DRAW HIS OWN CONCLUSION CONCERNING GROUND

WATER LEVELS AND HOW WATER AFFECTS HIS WORK.

1-03 SUBSURFACE INVESTIGATIONS

SUBSURFACE DATA, INCLUDING GROUND WATER ELEVATIONS OR CONDITIONS, IF SHOWN ON THE

DRAWINGS OR ATTACHED TO THESE SPECIFICATIONS, ARE PRESENTED ONLY AS INFORMATION

THAT IS AVAILABLE WHICH INDICATED CERTAIN CONDITIONS FOUND AND LIMITED TO THE EXACT

LOCATIONS, SHALL NOT BE INTERPRETED AS AN INDICATION OF CONDITIONS THAT MAY

ACTUALLY BE DEVELOPED THROUGH THE PERIOD OF CONSTRUCTION. BIDDERS SHALL

EXAMINE THE SITE OF THE WORK AND MAKE THEIR OWN DETERMINATION OF THE CHARACTER OF

MATERIALS AND THE CONDITIONS TO BE ENCOUNTERED ON THE WORK, AND THEIR PROPOSAL

SHALL BE BASED UPON THEIR OWN INVESTIGATIONS. THE OWNER AND ENGINEER SHALL NOT

BE HELD RESPONSIBLE FOR VARIATIONS FOUND TO EXIST BETWEEN THE ATTACHED DATA ABOVE

REFERRED TO AND ACTUAL FIELD CONDITIONS THAT DEVELOP THROUGH THE PERIOD OF

CONSTRUCTION. WHERE EXISTING GRADES, UTILITY LINES AND SUBSTRUCTURES ARE SHOWN

ON THE DRAWINGS, THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR

CORRECTNESS OF EXISTING CONDITIONS INDICATED. THE CONTRACTOR SHALL ASCERTAIN

EXACT LOCATIONS OF UTILITIES AND SUBSTRUCTURES THAT MAY BE AFFECTED BY THIS

PROJECT, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY THAT MAY RESULT FROM

WORKING ON OR NEAR THOSE UTILITIES, SUBSTRUCTURES WHICH ARE NOT TO BE REMOVED OR

DEMOLISHED. THE CONTRACTOR SHALL MAKE HIS OWN DEDUCTIONS OF THE SUBSURFACE

CONDITIONS WHICH MAY AFFECT METHODS OR COST OF CONSTRUCTION AND HE AGREES THAT

HE WILL MAKE NO CLAIM FOR DAMAGES OR OTHER COMPENSATION, EXCEPT SUCH AS ARE

PROVIDED FOR IN THE AGREEMENT, SHOULD HE FIND CONDITIONS DURING THE PROGRESS OF

THE WORK DIFFERENT FROM THOSE AS CALCULATED OR ANTICIPATED BY HIM.

1-04 BENCH MARKS AND MONUMENTS

MAINTAIN CAREFULLY EXISTING BENCH MARKS, MONUMENTS, AND OTHER REFERENCE POINTS.

IF DISTURBED OR DESTROYED, REPLACE AS DIRECTED.

CONDITION OF PREMISES: ACCEPT SITE AS FOUND AND EXCAVATE, FILL, COMPACT, AND

BACKFILL SITE AS HEREINAFTER SPECIFIED.

EXISTING STRUCTURES AND PROPERTY - TAKE PRECAUTIONS TO GUARD AGAINST MOVEMENT

OR SETTLEMENT OF ADJACENT STRUCTURES AND FACILITIES; PROVIDE AND REPLACE BRACING

OR SHORING AS NECESSARY OR PROPER IN CONNECTION THEREWITH; BE RESPONSIBLE FOR

SAFETY AND SUPPORT OF SUCH STRUCTURES; BE LIABLE FOR ANY MOVEMENT OR SETTLEMENT,

ANY DAMAGE OR INJURY CAUSED THEREBY OR RESULTING THEREFROM. IF AT ANY TIME

SAFETY OR ANY ADJACENT STRUCTURES APPEARS TO BE ENDANGERED, CEASE OPERATION,

TAKE PRECAUTIONS TO SUPPORT SUCH STRUCTURES AND NOTIFY THE OWNER. RESUME

OPERATIONS ONLY AFTER PERMISSION HAS BEEN GRANTED BY THE OWNER.

SIDEWALKS AND STREETS - TAKE PRECAUTIONS TO GUARD AGAINST MOVEMENT, SETTLEMENT

OR COLLAPSE OF ANY SIDEWALKS, CURBS OR STREET PASSAGES ON ADJOINING SITE; BE LIABLE

FOR ANY SUCH MOVEMENT, SETTLEMENT OR COLLAPSE; REPAIR PROMPTLY SUCH DAMAGE

WHEN SO ORDERED. INSTALL SUCH SHORING, INCLUDING SHEET PILING, AS MAY BE REQUIRED

DURING EXCAVATION, TO PROTECT BANKS, ADJACENT PAVING, STRUCTURES AND UTILITIES.

RESPONSIBILITY - BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURES OR TO

EQUIPMENT AND FURNISHINGS HOUSED THEREIN WHICH ARE DUE DIRECTLY OR INDIRECTLY TO

CONSTRUCTION OPERATIONS. EXCEPT WHERE REMOVAL IS NECESSITATED BY SITE GRADING

OR LOCATION OF NEW BUILDING, USE EVERY POSSIBLE PRECAUTION TO PREVENT INJURIES TO

LANDSCAPING, DRIVES, CURBS, AND WALKS ON OR ADJACENT TO SITE OF THE WORK AND

REPLACE, AT NO EXPENSE TO OWNER, ANY OF SUCH THAT ARE DESTROYED.

ACCOMPLISH IN A MANNER THAT PROVIDES FOR THE SAFETY OF THE PUBLIC AND WORKMEN AND

PROVIDE FOR THE PROTECTION OF ALL PROPERTY.

CONSTRUCTION - DO NOT CLOSE, OBSTRUCT OR STORE MATERIAL OR EQUIPMENT IN STREETS,

SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT A PERMIT IN ACCORDANCE WITH LOCAL

LOCAL ORDINANCES, REGULATIONS, AND CODES.

INTERFERENCE - CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE WITH ROADS, STREETS,

DRIVEWAYS, ALLEYS, SIDEWALKS AND OTHER FACILITIES.

PNEUMATIC TOOLS - WORK WITH PNEUMATIC OR VIBRATORY TOOLS WILL BE PERMITTED ONLY IN

A MANNER WHICH CAUSES NO RELATED DAMAGES.

REMOVAL - UNLESS OTHERWISE NOTED OR SPECIFIED TO BE RELOCATED OR STORED, ALL

MATERIALS REMOVED BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED

COMPLETELY AWAY FROM THE SITE BY HIM. DO NOT STORE OR PERMIT DEBRIS TO

ACCUMULATE ON THE SITE.

TEMPORARY STRUCTURES - REMOVE ALL TEMPORARY STRUCTURES WHEN THEY ARE NO

REPAIR - CLEAN UP, REPAIR OR REPLACE AT NO COST TO OWNER ALL PROPERTY DAMAGED BY

REASON OF REQUIRED WORK. ALL PATCH WORK SHALL MATCH EXISTING AND BE PERFORMED

IN A NEAT AND WORKMANLIKE MANNER BY CRAFTSMEN SKILLED IN THE TRADE INVOLVED.

IN NEWLY GRADED AREAS TAKE EVERY PRECAUTION AND TEMPORARY MEASURE NECESSARY TO

PREVENT DAMAGE FROM EROSION OF FRESHLY GRADED AREAS. WHERE ANY SETTLEMENT OR

WASHING MAY OCCUR PRIOR TO ACCEPTANCE OF THE WORK, REPAIR AND RE-ESTABLISH

GRADES TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER.

THIS APPLIES TO DAMAGE TO THE NEWLY GRADED AREAS WITHIN THE CONSTRUCTION LIMITS

AND DAMAGE TO ADJACENT PROPERTIES BY ERODED MATERIAL.

2-02 LOCATIONS AND ELEVATIONS

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEYS, MEASUREMENTS AND LAYOUTS

REQUIRED FOR PROPER EXECUTION OF THE WORK. LAY OUT LINES AND GRADES FROM EXISTING

SURVEY CONTROL SYSTEM AND AS SHOWN ON DRAWINGS.

2-03 CLEARING AND GRUBBING

WITHIN LIMITS OF AREAS DESIGNATED FOR GRADING AND SITE CONSTRUCTION WORK, REMOVE

TREES, BRUSH, STUMPS, WOOD DEBRIS AND OTHER DELETERIOUS MATERIALS NOT REQUIRED TO

REMAIN AS PART OF THE FINISHED WORK.

REMOVE ALL GRASS, PLANTS, VEGETATION AND ORGANIC MATERIAL FROM SAME AREA.

STRIP ALL TOPSOIL, ORGANIC MATERIAL, SURFACE LITTER, RUBBLE, AND OVERBURDEN FOR

ENTIRE DEPTH OF ROOT SYSTEM OF GRASS OR OTHER VEGETATION OVER THE LIMITS OF

CONSTRUCTION. STOCKPILE TOPSOIL ON SITE WHERE DIRECTED.

BEGIN EXCAVATION AFTER STRIPPING, CLEARING AND GRUBBING WHERE APPLICABLE, HAS BEEN

CONSTRUCTION; DE-WATER AS NEEDED. REMOVE UNSATISFACTORY MATERIALS

ENCOUNTERED FROM THE BUILDING AREAS, AND OTHER NON-LANDSCAPED AREAS, AND OTHER

NON-LANDSCAPED AREAS. EXCAVATE IN SUCH A MANNER THAT QUICK AND EFFICIENT

DRAINAGE OF STORMWATER WILL BE AFFECTED. CLASSIFY EXCAVATED MATERIALS AND

STOCKPILE SEPARATELY SUITABLE SOILS FOR USE AS BACKFILL MATERIALS. IF SUFFICIENT

QUANTITIES OF EXCAVATED MATERIALS MEETING REQUIREMENTS FOR BACKFILL ARE NOT

AVAILABLE ON-SITE, PROVIDE MATERIALS MEETING THESE REQUIREMENTS. STOCKPILE

EXCAVATED MATERIAL SUITABLE FOR USE AS FILL AND BACKFILL.

2-06 FILLING, BACKFILLING, AND COMPACTING

THE WORK CONSISTS OF COMPACTION OF EXISTING EARTH (EXCLUDES ROCK), SURFACES AFTER

EXCAVATION, FILLING AND COMPACTION OF SAID AREA TO LEVELS REQUIRED WITH SUITABLE

BACKFILL MATERIAL.

MATERIALS - SATISFACTORY FILL MATERIALS, AASHTO CLASSIFICATION A-3 OR BETTER, SHALL BE

USED IN FILLS AND BACKFILLS.

FILLING AND BACKFILLING - PLACE SATISFACTORY FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING SIX (6") INCHES IN LOOSE DEPTH. COMPACT AS SPECIFIED HEREIN. NO MATERIAL

SHALL BE PLACED ON SURFACES THAT ARE MUDDY.

COMPACTION - COMPACTION SHALL BE WITH EQUIPMENT SUITED TO SOIL BEING COMPACTED.

MOISTEN OR AERATE MATERIAL, AS NECESSARY, TO PROVIDE MOISTURE CONTENT THAT WILL

READILY FACILITATE OBTAINING SPECIFIED COMPACTION WITH EQUIPMENT USED. COMPACT

EACH LAYER TO NOT LESS THAN PERCENTAGE OF MAXIMUM DENSITY SPECIFIED BELOW,

DETERMINED IN ACCORDANCE WITH AASHTO T-180. INSURE THAT THE COMPACTION OF

PREVIOUSLY PREPARED FILL AREAS HAS BEEN MAINTAINED PRIOR TO PLACING NEW LAYERS.

RECONDITIONING OF SUBGRADE - WHERE APPROVED COMPACTED SUBGRADES ARE DISTURBED

BY THE CONTRACTOR'S SUBSEQUENT OPERATIONS OR ADVERSE WEATHER, SUBGRADE SHALL

BE SCARIFIED AND COMPACTED AS SPECIFIED HEREINBEFORE TO REQUIRED DENSITY PRIOR TO

FURTHER CONSTRUCTION THEREON. RE-COMPACTION OVER UNDERGROUND UTILITIES SHALL

BE BY POWER-DRIVEN HAND TAMPERS.

COMPACTION REQUIREMENTS:

A. FILL UNDER LAWNS AND PLANTED AREAS: 95%

B. BELOW SLABS ON GRADE AND CONCRETE WALKS: 98%

C. UNDER PAVING AND PARKING AREAS: 98%

B. PREPARE AND SUBMIT A NPDES NOTICE OF CONSTRUCTION TO THE FDEP.

OPERATION AND MAINTENANCE OF STORMWATER SYSTEMS

STORMWATER STRUCTURES AND PIPES SHOULD BE INSPECTED AT LEAST ANNUALLY TO DETERMINE IF THEY NEED TO BE CLEANED.

TYPICALLY, A CATCH BASIN OR INLET STRUCTURE SHOULD BE CLEANED IF THE DEPTH OF DEPOSITS IS GREATER THAN OR EQUAL TO ONE-THIRD THE DEPTH FROM THE BASIN TO THE INVERT OF THE LOWEST PIPE OR OPENING INTO OR OUT OF THE BASIN.

IF THE DEPOSITS SIGNIFICANTLY EXCEEDS THE ONE-THIRD DEPTH STANDARD DURING THE ANNUAL INSPECTION, THEN IT SHOULD BE CLEANED MORE FREQUENTLY. IF WOODY DEBRIS, GRASS CUTTINGS OR TRASH ACCUMULATES IN A CATCH BASIN, THEN IT SHOULD BE CLEANED ON AT LEAST A WEEKLY BASIS. INLET GRATES SHOULD BE INSPECTED AFTER EACH MOWING OPERATION AND ANY CUTTINGS OR DEBRIS SHOULD BE REMOVED. STORMWATER STRUCTURES AND PIPES CAN BE CLEANED EITHER MANUALLY OR BY BUCKET LOADERS OR VACUUM PUMPS. MATERIAL REMOVED FROM STRUCTURES IS USUALLY DISPOSED IN CONVENTIONAL LANDFILLS. HOWEVER, THIS MATERIAL SHOULD BE TESTED TO ENSURE THAT IT IS NOT HAZARDOUS WASTE (EPA CRITERIA) BEFORE

ANY MATERIALS CAN BE DISPOSED.

STORMWATER PONDS

PERIODIC VISUAL INSPECTIONS FOR ANY DEBRIS (PAPER AND PLASTIC TRASH, GRASS CLIPPINGS, ETC.) WITHIN THE STORMWATER POND SHALL BE PERFORMED. ANY DEBRIS FOUND ON TOP OF THE SAND FILTER SHALL BE REMOVED. VEGETATION WITHIN THE STORMWATER MANAGEMENT SYSTEMS (SOD, GRASS, ETC.) SHALL BE MAINTAINED AT A HEIGHT NO GREATER THAN SIX (6") INCHES.

ALL GRASS CLIPPINGS SHALL BE REMOVED FROM THE STORMWATER POND. ANY EROSION PROBLEMS ENCOUNTERED WITHIN THE STORMWATER MANAGEMENT SYSTEM (STORMWATER POND, SWALES, GRASSED AREAS, ETC.) SHALL BE FILLED IN AND SODDED.

ANY SOD PLACED IN THE STORMWATER POND BOTTOM SHALL BE OF THE SAND (BASE) GROWN VARIETY. IF CATTAILS HAVE PROPAGATED IN ISOLATED AREAS OF THE STORMWATER POND, THEY ARE TO BE REMOVED BY HAND.

CONTRACTOR SHALL PROVIDE A MINIMUM OF 36 HOURS NOTICE TO THE ENGINEER OF RECORD

PRIOR TO TESTING.

PROVIDED BY THE TESTING LAB.

TESTING LAB.

THICKNESS, SIEVE ANALYSIS, MIX TYPE, STABILITY, % BITUMEN, AND DENSITY. THE ASPHALT

PARAMETERS:

TESTING LAB.

TESTING LAB.

INCLUDED.

FILTERS.

1-02A SITE EXAMINATION - WELLS

ANY WELLS, WHETHER KNOWN AT THE TIME OF CONSTRUCTION OR FOUND DURING

CONSTRUCTION, SHALL BE PLUGGED AND ABANDONED BY A LICENSED WELL CONTRACTOR IN

CONFORMANCE WITH 40D-3.531, F.A.C, OR CURRENT STATE REGULATIONS. CONTRACTOR

SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH THE SITE AND DETERMINING, THROUGH

VISUAL INSPECTION, IF ANY WELLS EXIST WITHIN THE CONSTRUCTION AREA.

INSPECTION, OPERATION & MAINTENANCE NOTES (SM 6.4.8):

(A) INSPECTION ITEMS:

(B) MAINTENANCE ACTIVITIES AS-NEEDED TO PROLONG SERVICE:

OR IMPEDING FLOW.

THE FOLLOWING CONSTRUCTION PROCEDURES ARE REQUIRED TO AVOID DEGRADATION OF THE SWALE'S INFILTRATION CAPACITY

DUE TO CONSTRUCTION PRACTICES:

A. THE LOCATION AND DIMENSIONS OF THE SWALE SYSTEM SHALL BE VERIFIED ONSITE PRIOR TO ITS CONSTRUCTION. ALL DESIGN REQUIREMENTS INCLUDING SWALE DIMENSIONS AND DISTANCES TO FOUNDATIONS, SEPTIC SYSTEMS, AND WELLS NEED TO

BE VERIFIED.

B. THE LOCATION OF SWALES SHALL BE CLEARLY MARKED AT THE SITE TO PREVENT UNNECESSARY VEHICULAR TRAFFIC ACROSS

THE AREA CAUSING SOIL COMPACTION.

C. EXCAVATION SHALL BE DONE BY LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION. TRACKED, CLEATED EQUIPMENT

DOES LESS SOIL COMPACTION THAN EQUIPMENT WITH TIRES.

D. ENSURE THAT LATERAL AND LONGITUDINAL SLOPES MEET PERMITTED DESIGN REQUIREMENTS AND WILL NOT ERODE DUE TO

CHANNELIZED FLOW OR EXCESSIVE FLOW RATES.

E. FINAL GRADING AND PLANTING OF THE SWALE SHOULD NOT OCCUR UNTIL THE ADJOINING AREAS DRAINING INTO THE SWALE ARE STABILIZED. ANY ACCUMULATION OF SEDIMENTS THAT DOES OCCUR MUST BE REMOVED DURING THE FINAL STAGES OF

GRADING. THE BOTTOM SHOULD BE TILLED TO PRODUCE A HIGHLY POROUS SURFACE.

F. ENSURE THAT MEASURES ARE IN PLACE TO DIVERT RUNOFF WHILE VEGETATION IS BEING ESTABLISHED ON THE SIDE SLOPES AND BOTTOM OF THE SWALE. IF RUNOFF CAN'T BE DIVERTED, VEGETATION SHALL BE ESTABLISHED BY STAKED SODDING OR BY THE

USE OF EROSION CONTROL BLANKETS OR OTHER APPROPRIATE METHODS.

G. ENSURE THAT THE VEGETATION USED IN THE SWALE IS CONSISTENT WITH VALUES USED FOR MANNING'S "N" IN THE DESIGN

CALCULATIONS.

H. AN APPLICANT MAY PROPOSE ALTERNATIVE CONSTRUCTION PROCEDURES TO ASSURE THAT THE DESIGN INFILTRATION RATE OF THE CONSTRUCTED AND STABILIZED SWALE SYSTEM BASIN IS MET PROVIDED IT IS ACCEPTABLE AND APPROVED BY THE COUNTY.

1. INSPECT SWALE FOR STORAGE VOLUME RECOVERY WITHIN THE PERMITTED TIME, GENERALLY LESS

THAN 72 HOURS. FAILURE TO PERCOLATE THE REQUIRED TREATMENT VOLUMES INDICATES

REDUCTION OF THE INFILTRATION RATE AND A NEED TO RESTORE SYSTEM PERMEABILITY.

2. INSPECT AND MONITOR SEDIMENT ACCUMULATION ON THE BOTTOM OF THE SWALE OR AT INFLOWS

TO PREVENT CLOGGING OF THE SWALE OR THE INFLOW PIPES.

3. INSPECT VEGETATION OF BOTTOM AND SIDE SLOPES TO ASSURE IT IS HEALTHY, MAINTAINING

COVERAGE, AND THAT NO EROSION IS OCCURRING WITHIN THE SWALE.

4. INSPECT THE SWALE FOR POTENTIAL MOSQUITO BREEDING AREAS SUCH AS WHERE STANDING WATER OCCURS AFTER 72 HOURS OR WHERE CATTAILS OR OTHER INVASIVE VEGETATION BECOMES ESTABLISHED.

5. INSPECT SWALE TO DETERMINE IF FILLING, EXCAVATION, CONSTRUCTION OF FENCES, OR OTHER OBJECTS

ARE OBSTRUCTING THE SURFACE WATER FLOW IN THE SWALES.

6. INSPECT THE SWALE TO DETERMINE IF IT HAS BEEN DAMAGED, WHETHER BY NATURAL OR HUMAN ACTIVITIES.

1. IF NEEDED, RESTORE THE INFILTRATION CAPACITY OF THE SWALE TO ASSURE IT MEETS PERMITTED REQUIREMENTS.

2. REMOVE ACCUMULATED SEDIMENT FROM SWALE AND INFLOW OR OUTFLOWS AND DISPOSE OF PROPERLY.

PLEASE NOTE THAT STORMWATER SEDIMENT DISPOSAL MAY BE REGULATED UNDER CHAPTER 62-701, F.A.C.

SEDIMENT REMOVAL SHOULD BE DONE WHEN THE SWALE IS DRY AND WHEN THE SEDIMENTS ARE CRACKING).

3. REMOVE TRASH AND DEBRIS, ESPECIALLY FROM INFLOW OR OUTFLOW STRUCTURES, TO PREVENT CLOGGING

4. MAINTAIN HEALTHY VEGETATIVE COVER TO PREVENT EROSION OF THE SWALE BOTTOM OR SIDE SLOPES.

MOW GRASS AS NEEDED AND REMOVE GRASS CLIPPINGS TO REDUCE NUTRIENT LOADINGS.

5. ELIMINATE MOSQUITO BREEDING HABITATS.

6. REMOVE FENCES OR OTHER OBSTRUCTIONS THAT MAY HAVE BEEN BUILT IN THE SWALE SYSTEM.

7. REPAIR ANY DAMAGES TO THE SWALE SYSTEM SO THAT IT MEETS PERMITTED REQUIREMENTS.

B. THE LOCATION OF RETENTION BASINS SHALL BE CLEARLY MARKED AT THE SITE TO PREVENT UNNECESSARY VEHICULAR

TRAFFIC ACROSS THE AREA CAUSING SOIL COMPACTION.

C. INITIALLY CONSTRUCT THE RETENTION BASIN BY EXCAVATING THE BASIN BOTTOM AND SIDES TO APPROXIMATELY

12 INCHES ABOVE FINAL DESIGN GRADES.

D. EXCAVATION SHALL BE DONE BY LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION. TRACKED, CLEATED

EQUIPMENT DOES LESS SOIL COMPACTION THAN EQUIPMENT WITH TIRES.

E. AFTER THE DRAINAGE AREA CONTRIBUTING TO THE BASIN HAS BEEN FULLY STABILIZED, THE INTERIOR SIDE SLOPES AND BASIN BOTTOM SHALL BE EXCAVATED TO FINAL DESIGN SPECIFICATIONS. THE EXCESS SOIL AND UNDESIRABLE MATERIAL MUST BE CAREFULLY EXCAVATED AND REMOVED FROM THE BASIN SO THAT ALL ACCUMULATED SILTS, CLAYS, ORGANICS, AND OTHER FINE SEDIMENT MATERIAL HAS BEEN REMOVED FROM THE POND AREA. THE EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A

MANNER THAT ASSURES IT WILL NOT RE-ENTER THE RETENTION BASIN.

F. ONCE THE BASIN HAS BEEN EXCAVATED TO FINAL GRADE, THE ENTIRE BASIN BOTTOM MUST BE DEEP RAKED AND LOOSENED FOR OPTIMAL INFILTRATION. THE DEPTH TO BE RAKED IS DEPENDENT ON THE TYPE, WEIGHT AND CONTACT PRESSURE OF THE

CONSTRUCTION EQUIPMENT USED DURING THE BULK EXCAVATION OF THE BASIN.

RETENTION BASIN CONSTRUCTION NOTES (SM 6.1.6):

A. THE LOCATION AND DIMENSIONS OF THE RETENTION BASIN SHALL BE VERIFIED ONSITE PRIOR TO ITS CONSTRUCTION.

ALL DESIGN REQUIREMENTS INCLUDING RETENTION BASIN DIMENSIONS AND…