Backup 03/13/2023CONTRACTORS
LICENSING BOARD
Backup Documents
March 13, 2023
ADDENDVM TO CONTRACT A e n f r-, 9,14
Qualifier Agreement
This addendum is between SERGIO JIMENEZ,owner of ADS LANDSCAPING&IRRIGATION
SYSTEMS, LLC, a Florida Limited Liability Company,and ANDREW MARTINEZ, Qualifier is made on
hisZ7 day of realetithe.1 , 2023 and provides as follows:
1. ANDREW MARTINEZ shall be, and is employed by ADS LANDSCAPING &
IRRIGATION SYSTEMS,LLC under an employment contract dated October 31,2022. He
is employed by and acts as Qualifier for the LLC/Company, as such position is defined in
Florida Statute, Section 489, and shall perform all duties and obligations ascribed to a
qualifier under Florida Statute, Section 489.1195. Qualifier understands and agrees to
comply with his statutory responsibilities and specifically acknowledges that he has
financial responsibility and financial oversight of this business.
2. MARTINEZ, as Qualifier,will have access to financial records of ADS LANDSCAPING
& IRRIGATION SYSTEMS, LLC to discharge his financial responsibilities as described
in Section 489 and owner acknowledges his full cooperation with Qualifier to assure
financial oversight as required.
3. The Owner of the LLC, SERGIO JIMENEZ, acknowledges the financial responsibility and
financial oversight of ANDREW MARTINEZ.
4. The Parties to the Employment Agreement and this Addendum are ADS LANDSCAPING
& IRRIGATION SYSTEMS, LLC and ANDREW MARTINEZ.
DATED,this 27'day of 6SietiPtay 2023.
i -tSN ZS
SERGIO JIMENEZ,Owner
W MARTIIVEZ,Qualifier
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CASE NUMBER: CO Z- J -- D f
Public Hearing Procedures of the Collier County Contractor Licensing Board
1. The Hearing will be conducted pursuant to procedures set out in Collier County Ordinance#90-
105, as amended, and Florida Statutes Chapter 49.
2. The Hearing is quasi-judicial in nature.The formal Rules of Evidence will not apply.
3. Fundamental fairness and due process shall be observed and shall govern the proceeding.
4. Irrelevant, immaterial, or inconclusive evidence shall be excluded but all other evidence of the
type commonly relied upon by reasonably prudent persons in the conduct of their affairs shall
be admissible whether or not such evidence would be admissible in a trial in the courts of
Florida.
5. Hearsay evidence may be used for the purpose of supplementing or explaining any evidence but
shall not be sufficient by itself to support a Finding unless such hearsay would be admissible or
objected to in civil actions in Court.
6. The Rules of Procedure shall be effective to the same extent that they would now be hereafter
recognized in civil actions.
7. The general purpose of the proceeding is for the County to set out its Opening Statement which
details its charges against the Respondent.
8. The Respondent may or may not make his/her Opening Statement setting out in general terms
the defenses to the charges.
9. The County then presents its Case in Chief, calling witnesses and presenting evidence.
10. The Respondent may cross-examine these witnesses.
11. Once the County has closed its Case in Chief,the Respondent may present
his/her defense and may call witnesses and do all the things described earlier,that is to call and
examine witnesses,to introduce exhibits, to cross-examine witnesses and impeach any
witnesses regardless of which party called the witness to testify, and to rebut any evidence
presented against the party.
12. After the Respondent has presented his/her case,the County may present a rebuttal to the
Respondent's presentation.
13. When the rebuttal is concluded, each party may present their Closing Statement.
1
14. The County will have a further opportunity to rebut after the conclusion of the Respondent's
Closing Statement.
15. The Board will then close the Public Hearing and will begin its deliberations.
16. Prior to the beginning of deliberations, the Attorney for the Board will give the charge similar to
a Charge to a Jury, setting out the parameters upon which the Board can base its decision.
17. During deliberations,the Board can ask for additional information and clarification from the
parties.
18. The Board will then decide two different issues:
(a) First, whether the Respondent is guilty of the offense as charged in the Administrative
Complaint and a vote will be taken on the matter.
(b) If the Respondent has been found guilty,then the Board must decide upon the
Sanctions to be imposed.The Board's attorney will advise the Board concerning the
Sanctions which may be imposed and the factors to be considered.The Board will
discuss the Sanctions and take another vote.
19. After the two matters have been decided,the Chair or, in his/her absence, the Vice Chair,will
read a summary of the Order to be issued by the Board.The summary will set forth the basic
outline of the Order but may not be the exact same language as the Final Order.
20. The Final Order will include the full details as required under State law.
Printed Name of Respondent
Signature of Respondent Date
2
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,24.„ • '5;laIrk;A-01 j
BASE COURSES
SECTION 200
'Cl'' ROCK BASE
00-1 Description. / 9
Construct a base composed of base rock. Do not use recycled concrete aggregate (RCA)
base on interstate roadways.
200-2 Materials.
200-2.1 General: Meet the requirements of Section 911for the particular type of base to
be constructed. The Contractor may use more than one source of base rock on a single Contract
provided that a single source is used throughout the entire width and depth of a section of base.
Obtain approval from the Engineer before placing material from more than one source. Place
material to ensure total thickness single source integrity at any station location of the base.
Intermittent placement or"blending"of sources is not permitted. Base rock may be referred to
hereinafter as "rock".
The reuse of existing base may be considered provided it meets the requirements
of this Section. Submit as a Cost Savings Initiative Proposal in accordance with Section 4.
200-2.2 Existing Rock: Meet the following requirements for use of existing rock on the
same project:
1. Notify the Engineer in writing prior to excavating existing rock.
2. Submit a process control plan, herein referred to as "Plan" consisting of the
following:
a. Locations where existing rock will be removed from the roadway.
b. Locations where existing rock will be used for new construction.
c. Method of excavation, transport, and placement to ensure excavated
rock will be kept separate from other approved stockpiles. Excavation methods that may result in
damage to the rock rendering it unfit to be used as base will not be approved.
d. Proposed measures to prevent contamination and segregation.
e. Proposed locations and methods for constructing stockpiles for
sampling and testing.
f. Method for sampling and reporting test results.
3.The Engineer will coordinate the review of the "Plan" with the District
Materials Office.
4. Upon the Engineer's review of the "Plan",build a preliminary stockpile, not to
exceed 1,000 cubic yards.
5. Collect and test a minimum of three samples from the preliminary stockpile.
Once the stockpile has been sampled, do not add any additional material to the stockpile.
Determine compliance with 200-2.1, with the exception of carbonate contents. Reject any
stockpile if the Limerock Bearing Ratio (LBR)is less than 100. The District Materials Office
will sample and test the preliminary stockpile to verify compliance with this Section.
6. If all test results meet the requirements of this Section, the Engineer will notify
the Contractor in writing of the approved status of the preliminary stockpile based on the
analysis of test data performed by the District Materials Office.
7.If the use of existing rock is approved, continue to produce additional
stockpiles not exceeding 1,000 cubic yards. Ensure the rock meets the requirements of this
Section by sampling and testing each new stockpile at a minimum frequency of one sample per
400 cubic yards. Once a stockpile has been sampled,do not add additional material to that
stockpile. The District Materials Office may also perform sampling and testing. Materials will be
accepted if test results meet the requirements of this Section.
8. After 10 consecutive quality control (QC)LBR test results meet the
requirements of the Section and no individual LBR test is less than 120, the sampling and testing
frequency may be reduced to a minimum frequency of one sample per 800 cubic yards for each
stockpile. Notify the Engineer in writing prior to reducing testing frequency. If any QC LBR test
result falls below 120 or a stockpile is rejected, revert to original sampling frequency of one
sample per 400 cubic yards.
9. Construct a new preliminary stockpile if there is a change in material,
conditions not addressed in the "Plan"are encountered, or if production varies from the approved
"Plan".
200-3 Equipment.
Use mechanical rock spreaders,equipped with a device that strikes off the rock uniformly
to laying thickness, capable of producing even distribution. For crossovers, intersections and
ramp areas; roadway widths of 20 feet or less; the main roadway area when forms are used and
any other areas where the use of a mechanical spreader is not practicable;the Contractor may
spread the rock using bulldozers or blade graders.
200-4 Transporting Rock.
Transport the rock to its point of use, over rock previously placed, if practicable, and
dump it on the end of the preceding spread. Hauling and dumping on the subgrade will be
permitted only when, in the Engineer's opinion, these operations will not be detrimental to the
subgrade.
200-5 Spreading Rock.
200-5.1 Method of Spreading: Spread the rock uniformly. Remove all segregated areas
of fine or coarse rock and replace them with properly graded rock.
200-5.2 Number of Courses: When the specified compacted thickness of the base is
greater than 6 inches,construct the base in multiple courses of equal thickness. Individual
courses shall not be less than 3 inches. The thickness of the first course may be increased to bear
the weight of the construction equipment without disturbing the subgrade.
If, through field tests,the Contractor can demonstrate that the compaction
equipment can achieve density for the full depth of a thicker lift, and if approved by the
Engineer, the base may be constructed in successive courses of not more than 8 inches
compacted thickness.
The Engineer will base approval on results of a test section constructed using the
Contractor's specified compaction effort. Notify the Engineer prior to beginning construction of
a test section. Construct a test section of the length of one LOT. Perform five QC density tests at
random locations within the test section. At each test site,test the bottom 6 inches in addition to
the entire course thickness. All QC tests and a Department Verification test must meet the
density required by 200-7.2.1. Identify the test section with the compaction effort and thickness
in the Logbook. Remove the materials above the bottom 6 inches, at no expense to the
Department. The minimum density required on the thicker lift will be the average of the five
results obtained on the thick lift in the passing test section. Maintain the exposed surface as close
to "undisturbed" as possible; no further compaction will be permitted during the test preparation.
If unable to achieve the required density,remove and replace or repair the test section to comply
with the specifications at no additional expense to the Department. The Contractor may elect to
place material in 6 inches compacted thickness at any time.
Once approved, a change in the source of base material will require the construction
of a new test section. Do not change the compaction effort once the test section is approved.The
Engineer will periodically verify the density of the bottom 6 inches during thick lift operations.
The Engineer may terminate the use of thick lift construction and instruct the
Contractor to revert to the 6 inches maximum lift thickness if the Contractor fails to achieve
satisfactory results or meet applicable specifications.
200-5.3 Rock Base for Shoulder Pavement: Unless otherwise permitted,complete all
rock base shoulder construction at any particular location before placing the final course of
pavement on the traveled roadway. When dumping material for the construction of a rock base
on the shoulders, do not allow material capable of scarring or contaminating the pavement
surface on the adjacent pavement. Immediately sweep off any rock material that is deposited on
the surface course.
200-6 Compacting and Finishing Base.
200-6.1 General: Construct mainline pavement lanes, turn lanes, ramps, parking lots,
concrete box culverts and retaining wall systems meeting the requirements of 120-8.1, except
replace "embankment" with "base".
Construct shoulder-only areas, shared use paths, and sidewalks. Meet the
requirements of 120-8.1 except replace "embankment"with "base"meeting the acceptance
criteria of 200-7.2. Shoulders compacted separately shall be considered separate LOTs.
200-6.1.1 Single Course Base: After spreading, scarify the entire surface,then
shape the base to produce the required grade and cross-section,free of scabs and laminations,
after compaction.
200-6.1.2 Multiple Course Base: Clean the first course of foreign material, then
blade and bring it to a surface cross-section approximately parallel to the finished base. Before
spreading any material for the upper courses, allow the Engineer to make density tests for the
lower courses to determine that the required compaction has been obtained. After spreading the
material for the top course, scarify finish and shape its surface to produce the required grade and
cross-section, free of scabs and laminations, after compaction.
200-6.2 Moisture Content: When the material does not have the proper moisture content
to ensure the required density, wet or dry it as required. When adding water, uniformly mix it in
to the full depth of the course that is being compacted. During wetting or drying operations,
manipulate, as a unit, the entire width and depth of the course that is being compacted.
200-6.3 Thickness Requirements: Within the entire limits of the length and width of the
finished base. meet the specified plan thickness in accordance with the requirements of 200-
7.3.1.2.
200-6.4 Correction of Defects:
200-6.4.1 Contamination of Base Material: If, at any time, the subgrade
material becomes mixed with the base course material, dig out and remove the mixture, and
reshape and compact the subgrade. Then replace the materials removed with clean base material,
and shape and compact as specified above. Perform this work at no expense to the Department.
200-6.4.2 Cracks and Checks: If cracks or checks appear in the base, either
before or after priming, which, in the opinion of the Engineer, would impair the structural
efficiency of the base,remove the cracks or checks by rescarifying, reshaping, adding base
material where necessary, and recompacting.
200-6.5 Compaction of Widening Strips: Where base construction consists of widening
strips and the trench width is not sufficient to permit use of standard base compaction equipment,
compact the base using vibratory compactors, trench rollers or other special equipment which
will achieve the density requirements specified herein.
When multiple course base construction is required, compact each course prior to
spreading material for the overlaying course.
200-7 Acceptance Program.
200-7.1 General Requirements: Meet the requirements of 120-10.except use 200-7.2
instead of 120-10.2,200-7.3 instead of 120-10.3 and 200-7.4 instead of 120-10.4.
200-7.2 Acceptance Criteria:
200-7.2.1 Density: Within the entire limits of the width and depth of the base,
obtain a minimum density in any LOT of 98% of modified Proctor maximum density as
determined by FM 1-T180,Method D or the Pit Proctor when using the Pit Proctor option. For
shoulder only areas and bike/shared use paths,obtain a minimum density of 95% of the modified
Proctor maximum density as determined by FM 1-T180.Method D or the Pit Proctor when using
the Pit Proctor option.
200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency
listed in the table below. The Engineer will perform Verification sampling and tests at a
minimum frequency listed in the table below.
Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and
Retaining Wall Systems
Test Name Quality Control Verification
Modified Proctor One per eight consecutive One per 16 consecutive LOTs
Maximum Density LOTs
Density One per LOT One per four LOTs
Roadway Surface Ten per LOT Witness
Roadway Thickness Three per LOT Witness
Shoulder-Only. Shared Use Path and Sidewalk Construction
Test Name Quality Control Verification
Modified Proctor One per two LOTs One per four LOTs
Maximum Density
Density One per LOT One per two LOTs
Surface Five per 500 feet Witness
Thickness Three per 1000 consecutive feet Witness
200-7.2.3 Pit Proctor: In lieu of Modified Proctor Maximum Density testing at
the roadway, notify the Engineer in writing of a Contractor option to use the Pit Proctor supplied
by the Department. The Modified Proctor maximum density frequency requirements of 200-7.2.2
shall not apply. The Department will determine the Pit Proctor from statistical analysis of the
base rock Modified Proctor maximum density at Department approved mines. For posting of
Mines and Pit Proctors for each calendar quarter refer to the State Materials Office internet
website at iittp:/;www.dot.state.Tl.usrstatematerialsoffice_:. Use the current posted Pit Proctor
value in lieu of the Modified Proctor maximum density required by 200-7.2.1. Use the current
posted Pit Proctor value for density acceptance during the quarter corresponding to the posting.
Notify the Engineer in writing if returning to the provisions of 200-7.2 and 200-7.2.2 but do not
re-elect to use the Pit Proctor until the start of the next calendar quarter.
200-7.3 Additional Requirements:
200-7.3.1 Quality Control Testing:
200-7.3.1.1 Modified Proctor Maximum Density Requirement: Collect
enough material to split and create three separate samples and retain two for the Engineer's
Verification and Resolution testing until the Engineer accepts the 16 LOTs represented by the
samples.
200-7.3.1.2 Depth and Surface Testing Requirements: Notify the
Engineer a minimum of 24 hours before checking base depths and surface checking. Determine
test locations including Stations and Offsets, using the Random Number generator approved by
the Department. Do not perform depth and surface checks until the Engineer is present to
witness. Enter test results into the Department's database. Perform thickness check on the
finished base or granular subbase component of a composite base. Provide traffic control,
coring/boring equipment, and an operator for the coring/boring equipment. Traffic control is to
be provided in accordance with the standard maintenance of traffic requirements of the Contract.
The thickness is considered deficient, if the measured depth is over
1/2 inch less than the specified thickness. Correct all deficient areas of the completed base by
scarifying and adding additional base material. As an exception, if authorized by the Department,
such areas may be left in place without correction and with no payment.
Check the finished surface of the base course with a template cut to
the required crown and with a 15 foot straightedge laid parallel to the centerline of the road.
Correct all irregularities greater than 1/4 inch to the satisfaction of the Engineer by scarifying
and removing or adding rock as required, and recompact the entire area as specified
hereinbefore.
200-7.3.1.3 Surface& Thickness Reduced Testing Frequency: When
no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test
data was upheld,reduce the QC surface and/or thickness checks to one half the minimum
requirements as stated in 200-7.2.2 (e.g.,reduce frequency from ten per LOT to ten per two
LOTs)by identifying the substantiating tests and notifying the Engineer in writing prior to
starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld
by Resolution testing the QC testing will revert to the original frequency of 200-7.2.2. The
results of the Independent Verification testing will not affect the frequency of the QC testing.
200-7.3.2 Department Verification Tests:
200-7.3.2.1 Maximum Density: The Engineer will randomly select one of
the remaining two split samples and test in accordance with FM 1-T180,Method D.
200-7.3.2.2 Thickness and Surface Testing Requirements: The
Department will witness the base depth and surface checks to ensure compliance with 200-
7.3.1.2. If the QC test results are not deficient as defined in 200-7.3.1.2, the LOT or 500-foot
section will be accepted. If the QC test results are deficient, resolve deficiencies in accordance
with 200-7.3.1.2. Repeat acceptance testing. Provide traffic control, coring/boring equipment,
and an operator for the coring/boring equipment.
200-7.4 Verification Comparison Criteria and Resolution Procedures:
200-7.4.1 Modified Proctor Maximum Density: The Engineer will compare the
Verification test results of 200-7.3.2.1 to the corresponding QC test results. If the test result is
within 4.5lb/ft'of the QC test result, the LOTs will be verified. Otherwise, the Engineer will
collect the Resolution split sample corresponding to the Verification sample tested. The State
Materials Office or an AASHTO accredited laboratory designated by the State Materials Office
will perform Resolution testing. The material will be sampled and tested in accordance with
FM 1-T 180, Method D.
The Engineer will compare the Resolution Test results with the QC test
results. If the Resolution Test result is within 4.5 lb/ft'of the corresponding QC test result, the
Engineer will use the QC test results for material acceptance purposes for each corresponding set
of LOTs. If the Resolution test result is not within 4.5 lb/ft3 of the corresponding QC test, the
Engineer will collect the remaining Verification split sample for testing. Verification Test results
will be used for material acceptance purposes for the LOTs in question.
200-7.4.2 Pit Proctor: When using the Pit Proctor option, the Engineer will select
a random location to sample and test at the minimum frequency in the table below, to obtain an
Independent Verification (IV) maximum density as determined by FM 1-T180, Method D. The
Engineer will collect enough material to split and hold a sample for Resolution testing.
Mainline Pavement Lanes,Turn
Test Name Lanes, Ramps, Parking Lots, Shoulder-Only. Shared Use Path
Concrete Box Culverts and and Sidewalk Construction
Retaining Wall Systems
IV Modified Proctor
Maximum Density One per 16 consecutive LOTs One per 4 consecutive LOTs
The Engineer will compare the IV results with the Pit Proctor. If the IV
result is lower than or equal to the Pit Proctor plus 4.5 pcf, keep the option to use the Pit Proctor.
If the IV result is more than 4.5 pcf higher than the Pit Proctor the Engineer will test the
Resolution sample and compare the Resolution result with the Pit Proctor. If the Resolution
result is lower than or equal to the Pit Proctor plus 4.5 pcf,keep the option to use the Pit Proctor.
Otherwise return to the provisions of 200-7.2.2. 200-7.3.1.1, 200-7.3.2.1. and 200-7.4.1.
200-7.4.3 Density: When a Verification or Independent Verification density test
does not meet the requirements of 200-7.2.1 (Acceptance Criteria), retest at a site within a 5 feet
radius of the Verification test location and observe the following:
1. If the QC retest meets the Acceptance Criteria and compares favorably
with the Verification or Independent Verification test,the Engineer will accept the LOTs in
question.
2. If the QC retest does not meet the Acceptance Criteria and compares
favorably with the Verification or Independent Verification test, rework and retest the material in
that LOT. The Engineer will re-verify the LOTs in question.
3. If the QC retest and the Verification or Independent Verification test do
not compare favorably,complete a new equipment-comparison analysis as defined in 120-10.1.1.
Once acceptable comparison is achieved,retest the LOTs. The Engineer will perform new
verification testing. Acceptance testing will not begin on a new LOT until the Contractor has a
gauge that meets the comparison requirements.
200-7.4.4 Thickness and Surface Testing Requirements: Resolve deficiencies
in accordance with 200-7.3.1.2.
200-8 Priming and Maintaining.
200-8.1 Priming: Apply the prime coat only when the base meets the specified density
requirements and when the moisture content in the top half of the base does not exceed the
optimum moisture of the base material. At the time of priming, ensure that the base is firm,
unyielding_ and in such condition that no undue distortion will occur. Ensure the prime coat
adheres to the base course.
200-8.2 Maintaining: Maintain the true crown and template, with no rutting or other
distortion, while applying the surface course.
200-9 Calculations for Average Thickness of Base.
For bases that are not mixed in place, the Engineer will determine the average thickness
from the measurements specified in 200-10.1,calculated as follows:
1. When the measured thickness is more than 1/2 inch greater than the design
thickness shown on the typical cross-section in the Plans, it will be considered as the design
thickness plus 1/2 inch.
2. Average thickness will be calculated per typical cross-section for the entire job
as a unit.
3. Any areas of base left in place with no payment will not be included in the
calculations.
4. Where it is not possible through borings to distinguish the base materials from
the underlying materials,the thickness of the base used in the measurement will be the design
thickness.
200-10 Method of Measurement.
200-10.1 General: The quantity to be paid for will be the plan quantity, adjusted as
specified below.
200-10.2 Authorized Normal Thickness Base: The surface area of authorized normal
thickness base to be adjusted will be the plan quantity as specified above,omitting any areas not
allowed for payment under the provisions of 200-6.3 and omitting areas which are to be included
for payment under 200-10.3. The adjustment shall be made by adding or deducting, as
appropriate, the area of base represented by the difference between the calculated average
thickness,determined as provided in 200-9, and the specified normal thickness, converted to
equivalent square yards of normal thickness base.
200-10.3 Authorized Variable Thickness Base: Where the base is constructed to a
compacted thickness other than the normal thickness as shown on the typical section in the Plans,
as specified in the Plans or ordered by the Engineer for providing additional depths at culverts or
bridges, or for providing transitions to connecting pavements, the volume of such authorized
variable thickness compacted base will be calculated from authorized lines and grades,or by
other methods selected by the Engineer, converted to equivalent square yards of normal
thickness base for payment.
200-11 Basis of Payment.
Price and payment will be full compensation for all the work specified in this Section,
including dust abatement, correcting all defective surface and deficient thickness,removing
cracks and checks as provided in 200-6.4.2, the prime coat application as directed in 300-8,and
the additional rock required for crack elimination.
Payment shall be made under:
Item No. 285- 7- Optional Base-per square yard.
RynakU 1 ye.) vc-tk.
ASPHALT MAINTENANCE
NANCE
(239) 206-6561
Estimate#:
Submitted To: Date:
Address: Phone: Fax:
Job Name:
Job Location:
Contact: Prop. Owned By:
SPECIAL NOTES:
• Due to existing grades and conditions, we will not be responsible for 100%drainage of surface water following resurfacing.
• Any increase in the scope of work performed will result in a proportional increase in the price for this contract.
• During Res:::?_.;ing projects,Asphalt Maintenance cannot guarantee 100%drainage.
• New Pavement will tend to scuff or mark within the first twelve(12)months after placement due to the curing process of asphalt.
• This contract shall not be effective until it is executed by an executive officer of the seller.All material is guaranteed to be as specified.
All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from specifications
involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All
agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insur-
ance.Our workers arc fully covered by Workmen's Compensation Insurance.
• ACCEPTANCE OF PROPOSAL Payment will be made as outlined above. If it becomes necessary to enforce or interpret the provisions
of this agreement,or to effect collection,the purchaser hereby agrees to pay any and ail reasonable court costs and attorneys fees
which arc incurred by the Seller in such action, including all necessary costs of collection.In consideration of the Seller extending
credit to the Purchaser,the undersigned jointly,severally and unconditionally personally guarantees payment when due of any and all
indebtedness by the above named firm or individual and owed to B S W Paving,if default it the payment hereto occurs.
• I. It is the owner's responsibility to have all utilities removed from the area where we will be digging in and or to repair same.
2. This price does not include charges for site plan,permit fees,or rock excavation.These will be charged if done as an extra.
3. Customer and Contractor both agree and understand specifications and conditions of contract.
4. All measurements arc considered working guidelines, not rigid specifications.
5. All thicknesses arc before compaction and are trade terms and not intended to mislead the customer.
O. This contractor is not responsible for grass growing through new asphalt,overlays or when asphalt is applied on existing iimerock.
7. This contractor is not responsible for existing cracks in old asphalt that may transfer through new overlay.
8. This contractor is not responsible for standing water problems which transfer through new overlay.
WARRANTY: There will be a one year warranty on the material and workmanship if all above conditions are met.
TERMS: Net cash upon completion and receipt of final invoice,no retainage to be held.A 5C%deposit is required prior to commencement of work.
ESTIMATE EXPIRATION: This estimate is valid for 30 days.
MOBILIZATIONS: Price based on a 1 mobilization(s).
Estimated Bid Price: $
ACCEPTED: CONFIRMED:
The above prices,specifications and conditions are satisfactory and are ASPHALT MAE tTENANCE
hereby accepted.
Buyer Authorized
Signature
Signature
Date of Acceptance __ Title
• r14evi .
4
Asphalt Damage/Failure Question
From: Rick Featherstone
rteatnerstonefwara.yminor.corn
To: Charlie Willey ,arlie(hwnavingflorida.com
Sent: Friday, March 10, 11:52 AM
Charlie,
Please see following bullet points to outline the cause for
asphalt damage due to base failures:
• Asphalt in itself is not structural.As halt requires
base layers under it that provide the structural
integrity to support loads.
• First layer is Stabilized Sub Grade,typically 12'in
depth at a LBR rating of 40/
• Second layer is Limerock base with a minimum
depth of 6"at a LBR rating of 100. See attached
FDOT Section 200 for details.
• Densities must achieved at 98%of max.
• Any trenching must be backfilled and fully
compacted with limerock at 98%or flowabie fill
placed.
• If base is contaminated below LBR 100 asphalt will
be damaged due to deflection. Once asphalt cracks
from deflection water will penetrate and cause
further damage.
Please let me know if you have any questions.
Regards,
Rick
Rick Featherstone
Chief Inspector
GradyMinor
380()Via Del Rey
FT ?A19.1
CASE NUMBER: - z r a
Public Hearing Procedures of the Collier County Contractor Licensing Board
1. The Hearing will be conducted pursuant to procedures set out in Collier County Ordinance#90-
105, as amended, and Florida Statutes Chapter 49.
2. The Hearing is quasi-judicial in nature.The formal Rules of Evidence will not apply.
3. Fundamental fairness and due process shall be observed and shall govern the proceeding.
4. Irrelevant, immaterial, or inconclusive evidence shall be excluded but all other evidence of the
type commonly relied upon by reasonably prudent persons in the conduct of their affairs shall
be admissible whether or not such evidence would be admissible in a trial in the courts of
Florida.
5. Hearsay evidence may be used for the purpose of supplementing or explaining any evidence but
shall not be sufficient by itself to support a Finding unless such hearsay would be admissible or
objected to in civil actions in Court.
6. The Rules of Procedure shall be effective to the same extent that they would now be hereafter
recognized in civil actions.
7. The general purpose of the proceeding is for the County to set out its Opening Statement which
details its charges against the Respondent.
8. The Respondent may or may not make his/her Opening Statement setting out in general terms
the defenses to the charges.
9. The County then presents its Case in Chief, calling witnesses and presenting evidence.
10. The Respondent may cross-examine these witnesses.
11. Once the County has closed its Case in Chief,the Respondent may present
his/her defense and may call witnesses and do all the things described earlier,that is to call and
examine witnesses,to introduce exhibits, to cross-examine witnesses and impeach any
witnesses regardless of which party called the witness to testify, and to rebut any evidence
presented against the party.
12. After the Respondent has presented his/her case,the County may present a rebuttal to the
Respondent's presentation.
13. When the rebuttal is concluded, each party may present their Closing Statement.
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14. The County will have a further opportunity to rebut after the conclusion of the Respondent's
Closing Statement.
15. The Board will then close the Public Hearing and will begin its deliberations.
16. Prior to the beginning of deliberations, the Attorney for the Board will give the charge similar to
a Charge to a Jury, setting out the parameters upon which the Board can base its decision.
17. During deliberations, the Board can ask for additional information and clarification from the
parties.
18. The Board will then decide two different issues:
(a) First, whether the Respondent is guilty of the offense as charged in the Administrative
Complaint and a vote will be taken on the matter.
(b) If the Respondent has been found guilty,then the Board must decide upon the
Sanctions to be imposed. The Board's attorney will advise the Board concerning the
Sanctions which may be imposed and the factors to be considered.The Board will
discuss the Sanctions and take another vote.
19. After the two matters have been decided, the Chair or, in his/her absence, the Vice Chair,will
read a summary of the Order to be issued by the Board.The summary will set forth the basic
outline of the Order but may not be the exact same language as the Final Order.
20. The Final Order will include the full details as required under State law.
Printed Name of Respondent
Signature of Respondent Date
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