HomeMy WebLinkAboutMiddlesex Corporation Agreement - 2008 05 15CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Utility /Public Works
Department
THIS AGREEMENT MADE THIS ~ 5 ~ DAY OF M~ ~ 2008 between the CITY
OF WINTER SPRINGS, a Florida municipal corporation (herein referr~. to as OWNER) and The Middlesex
Corporation, a Foreign corporation authored and duly licensed to do business in the State of Florida (herein
referred to as CONTRACTOR), as follows:
1. QESCRIPTION OF WORK -CONTRACTOR shall pertomt the work, in accordance with the Contract
Documents for the construd9on of the Winter Springs Boulevard Reconstruction Phases 2 and 3 and
the City of Winter Springs Annual Resurfacing Program.
2. CONTRACT DOCUMENTS -The Contract Documents consist of this Agreement; all Technical,
General and Supplementary Conditions and FDOT Contrail No. E8124; the Drawings as listed on the
Bid Form and Index to Drawings; all Addenda issued prior to and all Change Orders issued after
execution of this Agreement. These form the Contract and are incorporated into this Contract by this
reference.
3. ORDER OF PRECEDENCE - In case of any inconsistency in any of the documents bearing on the
Agreement between the OWNER and the CONTRACTOR, the inconsistency shall be resolved by
giving precedence in the following order:
a. Contractor's Bid (Proposal), Agreement, and Addenda
b. Change Orders
c. Special Conditions
d. General Conditions
e. Drawings
f. Applicable provisions of FDOT Contract No. E8124
Any inconsistency in the work description shall be clarified by the OWNER and pertormed by the
CONTRACTOR.
4. AGREEMENT INTERPRETATION - At its discretion, during the course of the work, should any errors,
ambiguities, or discrepancies be found in the Agreement or specifications, the OWNER at its sole
discretion will interpret the intent of the Agreement and work descriptions and the CONTRACTOR
hereby agrees to abide by the OWNER's interpretation and agrees to carry out the work in accordance
with the decision of the OWNER. When the material, article, or equipment is designated by a brand
name and more than one brand name is listed, it will be understood that the work is based on one
brand name only. The CONTRACTOR will be responsible for all coordination necessary to
accommodate the material, artide, or equipment being provided without additional cost to the OWNER.
A substitute material, article, or equipment is allowed if it is reasonably equivalent to the brand name
specified. The OWNER has full discretion to dedde whether a substitute is reasonably equivalent.
CONTRACTOR must notify the OWNER prior to use of the substitute for a specified brand name and
alkrvv the OWNER to make a determination before CONTRACTOR uses the substitute.
Page 2
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
Resurfacing Program
5. CONTRACT TIME -The CONTRACTOR shall begin work within 10 days after the issuance of a
written Notice to Proceed and shall complete the work of Winter Springs Boulevard Reconstruction
within 90 calendar days from the date of the Notice to Proceed and complete the work of the City of
Winter Springs Annual Resurfaang Program within 180 calendar days of the Notice to Proceed.
Extensions, if any, are authored by OWNER, and may only be granted in wrfting.
6. LIQUIDATED DAMAGES -OWNER and CONTRACTOR recognize that time is of the essence of this
Agreement and that OWNER will suffer finanaal loss if the Work is not substantially complete within the
time specified in Paragraph 3 above, plus any extensions thereof allowed in accordance with the
General Conditions. They also recognze the delays, expense, and difficulties involved in proving in a
legal or arbitration preceding the actual loss suffered by OWNER if the Work is not substantially
complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR
agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER
5500.00 for each day that expires after the time specified in Paragraph 5 for final completion until the
work is finally complete, and that OWNER has paid to CONTRACTOR the consideration of Ten
($10.00) Dollars as consideration for this provision.
7. CONTRACT PRICE. UNIT PRICE CONTRACT -The OWNER will pay the CONTRACTOR in current
funds for the performance of the work, subject to additions and deductions by Change Order, the Total
Contract Price of Two Million, Five Hundred Fifty-five Thousand, One Hundred Seventy Doil~s
and Thirty Cents, (S 2.555,170.301 {VNinter Sprins~s Boulevard Reconstruction 51,366,926.60 and
Annual Resurfacing S7.1t38.243.70}. Payments will be made to the CONTRACTOR for actual
quantities installed on the basis of the Schedule of Unit Prices included as a part of the Bid, which shaA
be as fully a part of the Contract as if attached or repeated herein.
8. TERMINATION: DEFAULT BY CONTRACTOR AND OWNER'S REMEDIES -The OWNER reserves
the right to revoke and terminate this Agreement and rescind all rights and pr'nrileges assoaated with
this Agreement, without penalty, in the following circumstances, each of which shall represent a default
and breach of this Agreement:
a. CONTRACTOR defaults in the performance of any material covenant or condition of this
Agreement and does not cure such other default within seven (7) calendar days after written notice
from the OWNER specifying the defauR complained of, unless, however, the nature of the default
is such that it cannot, in the exercise of reasonable diligence, be remedied within seven (7)
calendar days, in which case the CONTRACTOR shall have such time as is reasonably necessary
to remedy the default, provided the CONTRACTOR promptly takes and diligently pursues such
actions as are necessary therefore; or
b. CONTRACTOR is adjudicated bankrupt or makes any assignment for the benefit of creditors
or CONTRACTOR becomes insolvent, or is unable or unwilling to pay its debts; or
c. CONTRACTOR has acted negligently, as defined by general and applicable law, in performing
the Work hereunder, or
d. CONTRACTOR has committed any act of fraud upon the OWNER; or
e. CONTRACTOR has made a material misrepresentation of tad to the OWNER while
performing its obligations under this Agreement; or
f. CONTRACTOR is experiencing a labor dispute, which threatens to have a substantial,
adverse impact upon performance of this Agreement without prejudice to any other right, or
remedy OWNER may have under this Agreemerrt.
Notwithstanding the aforementioned, in the event of a default by CONTRACTOR, the OWNER shall
have the right to exerese any other remedy the OWNER may have by operation of law, without
Page 3
Winter Springs Boulevard Reconstrudaon Phases 2 and 3 and the City of Winter Springs Annual
ResurFacing Program
limitation, and without any further demand or notice. In the event of such termination, OWNER shall be
liable only for the payment of all unpaid charges, determined in aa;ordance with the provisions of this
Agreement, for Work properly pertormed prior to the effective date of termination
9. FORCE MAJEURE -Any delay or failure of either party in the pertormance of its required obligations
hereunder shall be excused if and to the extent caused by acts of Gad; fire; flood; windstorm;
explosion; riot; war, sabotage; strikes (except irnoNing CONTRACTOR's labor force); extraordinary
breakdown of or damage to OWNER 's affiliates' generating plants, their equipment, or facilities; cou-t
injunction or order, federal and/or state law or regulation; order by any regulatory agency; or cause or
causes beyond the reasonable control of the party affected; provided that prompt notice of such delay
is given by such party to the other and each of the parties hereunto shall be diligent in attempting to
remove such cause or causes. If any dreumstance of Force Majeure remains in effect for sooty days,
either party may terminate this Agreement.
10. SEVERABILITY - In the event any portion or part thereof of this Agreement is deemed invalid, against
public policy, void, or otherwise unenforceable by a co<,rt of law, the parties, at the sole discretion and
option of the OWNER, shall negotiate an equitable adjustment in the affected provision of this
Agreement. The validity and enforceability of the remaining parts of this Agreement shall otherwise be
fulty enforceable
11. PROGRESS PAYMENTS -OWNER shall make progress payments on account of the contract price to
CONTRACTOR, on the basis of application for payments submitted to the OWNER or OWNER's
Project Manager, by CONTRACTOR as the work progresses, and in accordance with the Conrtrail
Documents.
Progress payments may be withheld if:
a. Work is found defective and not remedied;
b. Contractor does not make prompt and proper payments to subcontractors;
c. Contractor does not make prompts and proper paymenrts for labor, materials, or equipment
famished him;
d. Another Contractor is damaged by an act for which Contractor is responsible;
e. Claims or liens are filed on the job; or
f. In the opinion of the City of Winter Springs, Contractor's work is not progressing satisfactorily.
12. FINAL PAYMENT -OWNER shall withhold up to 10% of the Contract Price throughout the project.
The OWNER shall release 50% of the amount withheld upon issuance of the Substantial Completion
Certificate. The remaining 50% of the amount withheld shall be released with the Final Payment after
the issuance of the Final Completion Certficate. OWNER shall make final payment to CONTRACTOR
within thirty (30} days after the work is fuly and property completed, if the contract has been fully and
timely performed, but sut~ject to the condfion that final payment shaA not be due until CONTRACTOR
has delivered to OWNER a complete release of liens arising out the contrail, or receipt releases of lien
fuly covering all labor, materials and equipment for which a lien could be filed, or in the aftemative a
bond satisfactory to OWNER indemnifying him against such daims.
By making payments OWNER does not waive claims including but not limited to those relating to:
a. Faulty work appearing after substantial completion has been granted;
b. Work that does not comply with the Contrail Documents:
Page 4
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
Resurtacing Program
c. Outstanding claims of liens; or
d. Failure of Contractor to comply with any special guarantees required by the Contract
Documents.
13. DESIGNATION OF PROJECT MANAGER OR ARCHITECT OR LANDSCAPE ARCHRECT:
DUTIES AND AUTHORITY -The duties and authority of the OWNER are as follows:
a. General Administration of Contract The primary function of the OWNER is to provide the
general administration of the contrail. In pertormance of these duties, Gregory A Bishop or his
authorized representative is the OWNER' Project Manager during the entire period of
construction. The OWNER (CITY) may change the Project Manager during the term of this
contract.
b. Inspections. Opinions, and Prooress Reports. The OWNER shall be kept familiar with the
progress and quality of the work by CONTRACTOR and may make periodic visits to the work site.
The OWNER will not be responsible for the means of construction, or for the sequences, methods,
and procedures used therein, or for the CONTRACTOR's failure to perform the work in accordance
with the Contract Documents.
c. Acxess 1bo Worksite for Inspections. The OWNER shall be given free access to the
worksite at alt times during work preparation and progress. The Project Manager is not obligated to
make exhaustive or continuous on site inspections to perform his duties of checking and reporting
on work progress, and any such inspections shall not waive Owner's claim regarding defective
work by Contractor.
d. Interpretation of Contract Documents: Decisions on Disputes. The OWNER will be the
initial interpreter of the contract document requirements, and make decisions on claims and
disputes between Contractor and Owner.
e. Refection and Stopoasre of Work The OWNER shall have authority to reject work which in
its opinion does not conform to the Contract Documents, and in this connection may stop the work
or a portion thereof, when necessary.
f. Payment Certificates. The OWNER will determine the amounts owing to CONTRACTOR as
the work progresses, based on CONTRACTOR's applications and OWNER's inspection and
observations, and will issue certificates for progress payments and final payments in aa:ordance
with the terms of the Contract Documents.
14. PROGRESS MEETING -OWNER'S Project Manager may hold periodic progress meetings on a
monthly basis, or more frequently if required by the OWNER, during the term of work entered into
under this Agreement. CONTRACTOR's Project Manager and all other appropriate personnel shall
attend such meetings as designated by the OWNER'S Project Manager.
15. RESPONSIBILITIES OF CONTRACTOR - CONTRACTOR's duties and rights in connection with the
project herein are as folkyws:
a. Responsibility for Supervision and Construction. CONTRACTOR shall be solely
responsible for all contraction under this contract, including the techniques, sequences,
procedures and means, for the coordination of all work CONTRACTOR shall supervise and direct
the work, and give it all attention necessary for such proper supervision and direction.
Page 5
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annua-
Resurfacing Program
b. Discialine and Employment CONTRACTOR shall maintain at all times strict discipline
among his employees, and he agrees not to employ for work on the project any person unfd or
without sufficient skill to perform the job for which he was employed.
c. Furnishing of Labor. Materials. etc. CONTRACTOR shall provide and pay for all labor,
materials and equipment, including tools, construction equipment and machinery, utilities, including
water, transpo-tation, and all other facilities and vuork necessary for the proper completion of work
on the project in acxordance with the Contract Documents.
d. Payment of Taxes: Procurement of Licenses and Permits. CONTRACTOR shall secure
all licenses and permits necessary for proper oomple#ion of the work, paying the fees thereof.
CONTRACTOR warrants that it {and subcontractors or tradesmen, if authorized in the Contrail
Documents) hold or will secure all trade or professional licenses required by law for
CONTRACTOR to undertake the contract work
e. CONTRACTOR will provide written guarantee for work and material for one (1) calendar year
after acceptance by OWNER.
16. ASSIGNMENT -CONTRACTOR shall not assign or subcontract this Agreement, or any rights or any
monies due or to became due hereunder without the prior, wrtten consent of the OWNER.
a. If upon receiving written approval from OWNER, any part of this Agreement is subcorrtrailed
by CONTRACTOR, CONTRACTOR shall be fully responsible to OWNER for all acts and/or
omissions pertormed by the subcontractor as if no subcontrail had been made.
b. If OWNER determines that any subcontractor is not pertorming in accordance with this
agreement, OWNER shalt so notify CONTRACTOR who shall take immediate steps to remedy the
situation.
c. If CONTRACTOR, prior to the commencement of any Work subcontracts any part of this
Agreement by the subcontractor, CONTRACTOR shall require the subcontractor to provide
OWNER and its affiliates with insurance coverage as set forth by the OWNER.
17. THIRD PARTY RIGHTS -Nothing in this Agreement shall be construed to give any rights or benefits to
anyone other than OWNER and CONTRACTOR.
18. PROHIBITION AGAINST CONTINGENT FEES - CONTRACTOR warrants that it has not employed or
retained any company or person, other than a bona fide empbyee working solely for the
CONTRACTOR, to solicit or secure this Agreement, and that it has not paid or agreed to pay any
person, company, corporation, individual, or firm, other than a bona fide employee working solely for
the CONTRACTOR, any fee, commission, percentage, gift, or other consideration contingent upon or
resulting from the award or making of this Agreement.
19. NO JOINT VENTURE -Nothing herein shall be deemed to create a joint venture or prinapal-agent
relationship between the parties and neither party s authorized to, nor shall either party act toward third
persons or the public in any manner which would indicate any such relationship with the other party.
20. INDEMNIFICATION -CONTRACTOR shall indemnify and hold harmless the City, its offices,
empbyees, and aty attorneys (individually and in their official capacity, from liability, losses, damages,
and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentional wrongful misconduct of CONTRACTOR and persons employed
or utilized by CONTRACTOR in the pertomtance of this Agreement.
Page 6
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
ResurFacing Program
21
22.
The indemnification provided above shall obligate the CONTRACTOR to defend at its own expense or
to provide for such defense, at the option of the OWNER, as the case may be, of any and all claims of
liability and all suits and actions of every name and description that may be brought against the
OWNER or its officers, employees, and aty attorneys which may covered by this indemnification. In all
events the OWNER and ils officers, empbyees, and city attorneys shall be permitted to choose legal
counsel of its sole choice, the fees for which shall be reasonable and subject to and included with this
indemnification provided herein.
SAFETY -CONTRACTOR shall be solely and absolutely responsible and assume all liability for the
safety and supervision of its principals, employees, contractors, and agents while pertorming work
provided hereunder.
CORPORATE REPRESENTATIONS BY CONTRACTOR -CONTRACTOR hereby represents and
warrarrts to the OWNER the following:
a. CONTRACTOR is duly registered and licensed to do business in the State of Florida and is in
good standing under the laws of Florida, and is duly qualified and authorized to carry on the
functions and operations set forth in this Agreement.
b. The undersigned signatory for CONTRACTOR has the power, authority, and the legal right to
enter into and perform the obligations set forth in this Agreement and all applicable exhibits
thereto, and the execution, delivery, and performance hereof by CONTRACTOR has been duly
authorized by the board of directors and/or president of CONTRACTOR. In support of said
representation, CONTRACTOR agrees to provide a copy to the OWNER of a corporate certificate
of good standing provided by the State of Florida prior to the execution of this Agreement.
c. CONTRACTOR is duly licensed under all local, state and federal laws to provide the work
stated in paragraph 1.0 herein. In support of said representation, CONTRACTOR agrees to
provide a copy of all said licenses to the OWNER prior to'the execution of this Agreement
23.
24.
BOND -CONTRACTOR shall supply a materials, performance and payment bond(s) in accordance
with Florida law and to the satisfaction of OWNER, in an amount specified in the Contract Documents.
INSURANCE -During the term of this Agreement, CONTRACTOR shall be responsible for providing
the types of insurance and limits of liability asset forth below.
a. The CONTRACTOR shall maintain comprehensive general liability insurance in the minimum
amount of $2,000,000 as the comt~ined single limit for each occurrence to protect the
CONTRACTOR from claims of property damages which may arise from any Work pertormed
under this Agreement whether such Work are pertomied by the CONTRACTOR or by anyone
directly employed by or contracting with the CONTRACTOR.
b. The CONTRACTOR shall maintain comprehensive automobile liability insurance in the
minimum amount of $1,000,000 combined single limit bodily injury and minimum $1,000,000
property damage as the combined single limit for each occurrence to protect the CONTRACTOR
from claims for damages for bodily injury, including wrongful death, as well as from claims from
property damage, which may arise from the ownership, use, or maintenance of owned and non-
owned automobiles, including rented automobiles whether such operations be by the
CONTRACTOR or by anyone directly or indirectly employed by the CONTRACTOR.
c. The CONTRACTOR shall maintain, during the life of this Agreement, adequate Workers'
Compensation Insurance in at least such amounts as are required by law and Employers Liability
Insurance in the minimum amount of $2,000,000 for all of its employees pertomting Work for the
OWNER pursuant to this Agreement.
Page 7
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
Resurfacing Program
Special Requirements. Current, valid insurance polices meeting the requirements herein identfied
shall be maintained during the term of this Agreement. A copy of a current Certificate of Insurance shall
be provided to the OWNER by CONTRACTOR upon the Effeilive Date of this Contrail which satisfied
the insurance requirements of this paragraph 24. Renewal certificates shall be sent to the OWNER 30
days prior to any expiration date. There shall also be a 30~lay advance written notification to the
OWNER in the event of cancellation or modification of any stipu~ted insurance coverage. The
OWNER shall be an additional named insured on all stipulated insurance policies as its interest
may appear, from time to time.
Independent Associates and Consultants. All independent contractors or agents employed by
CONTRACTOR to pertorm any Work hereunder shall fully comply with the insurance provisions
contained in these paragraphs for sections 21 and 24.
25. MEDIATIONNENUE -The parties agree that should any dispute arise between them regarding the
terms or performance of this Agreement, both parties will participate in mediation. The parties agree to
equally share the cost of the mediator. Should the parties fail to resolve their differences through
mediation, then any cause of ailion filed hereunder shall be filed in the Circuit or County Court for
Seminole County, Florida.
26. GOVERNING LAW 8 VENUE -This Agreement is made and shall be interpreted, construed,
governed, and enforced in accordance with the laws of the State of Florida. Venue for any state action
or litigation shall be Seminole County, Florida. Venue for any federal ailion or litigation shall be
Orlando, Florida.
27. ATTORNEY'S FEF~ -Should either party bring an action to enforce any of the terms of this
Agreement, the prevailing party shall be entitled, to the extent permitted by law, to recover from the
non-prevailing party the costs and expenses of such action including, but not limited to, reasonable
attorney's fees, whether at settlement, trial or on appeal.
28. NO I -Any notice or approval under this Contract shall be sent, postage prepaid, to the applicable
party at the address shown on the first page of this Contrail.
29. 11~(O,RK IS A PRIVATE UNDERTAKING - WRh regard to any and all Work pertormed hereunder, it is
specifically understood and agreed to by and between the parties hereto that the contractual
relationship between the OWNER and CONTRACTOR is such that the CONTRACTOR is an
independent contractor and not an agent of the OWNER. The CONTRACTOR, its contractors,
partners, agents, and their employees are independent contrailors and not employees of the OWNER.
Nothing in this Agreemer shall be interpreted to establ~h any relationship other than that of an
independent contractor, beiween the OWNER, on one hand, and the CONTRACTOR, its contrailors,
partners, employees, or agerds, during or after the pertormance of the Work under this Agreement.
30. DOCUMENTS -Public Records: It is hereby specfically agreed that any record, document,
computerzed information and program, audio or video tape, photograph, or other wrfing of the
CONTRACTOR and its independent contractors and assocates related, directly or indirectly, to this
Agreement, may be deemed to be a Public Record whether in the possession or control of the
OWNER or the CONTRACTOR. Said record, document, computerized information and program, audio
or video tape, photograph, or other writing of the CONTRACTOR is subject to the provisions of Chapter
119, Florida Statutes, and may not be destroyed without the specfic written approval of the OWNER's
City Manager. Upon request by the OWNER, the CONTRACTOR shall promptly supply copies of said
public records to the OWNER. All books, cards, registers, receipts, documer>is, and other papers in
conneilion with this Agreement shall at any and all reasonable times during the normal working hours
of the CONTRACTOR be open and freely exhibited to the OWNER for the purpose of examination
and/or audit.
Page 8
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
ResurFacing Program
The CONTRACTOR acknowledges that the OWNER is a Florida municipal corporation and subject to
the Florida Public Records Law. CONTRACTOR agrees that to the extent any document produced by
CONTRACTOR under this Agreement constitutes a Public Record; CONTRACTOR shall comply with
the Florida Public Records l..aw.
31. SOVEREIGN IMMUNITY - Nalwitl~shanding any other provision set forth in this Agreement, nothing contained
in this Agreement shall be construed as a waiver of the CITY'S right to sovereign immunity under Section
768.28, or other limitations imposed on the CITY'S potential liability under' state or federal law As such, the
CITY shah nat be liable, under this Agreement for punitive damages or interest for the period before judgment.
Further, the CITY shah not be liable for any claim or judgment, or portion thereof, to any one person for more
than one hunted thousand doNarS ($100,000.00), or any claim w judgment, or portion thereof, which, when
totaled with all other claims or judgmer~ paid by the Stake a its agendas and subdivisions arising out of the
same inddent or occurrence, exceeds the sum of ivw hundred thousand doNars ($200,000.00).
32. HEADINGS -Paragraph headings are for the convenience of the parties only and are not to be
construed as part of this ~reement.
33. INTEGRATION: MODIFICATION -The drafting, execution, and delivery of this Agreement by the
Parties has been induced by no representations, statements, warranties, or agreements other than
those expressed herein. This Agreement embodies the entire understanding of the parties, and there
are no further or other agreements or understandings, written or oral, in effect between the parties
relating to the subject matter hereof unless expressly referred to herein. Modfications of this
Agreement shall only be made in writing signed by both parties.
34. WAVER AND ELECTION OF REMEDIES -Waiver by either party of any terms, or provision of this
Agreement shall not be considered a waiver of that term, condition, or provision in the future. No
waiver, consent, or modfication of any of the provisions of this Agreement shall be binding unless in
writing and signed by a duly authored representative of each party hereto. This Agreement may be
executed in any number of counterparts, each of which when so executed and delivered shall be
considered an original agreement; but such counterparts shall together constitute but one and the
same instrument.
35. DRAFTING -OWNER and CONTRACTOR each represent that they have both shared equally in
drafting this Agreement and no party shall be favored or disfavored regarding the interpretation of this
Agreement in the event of a dispute between the parties.
36. NOTICE -Any notices required to be given by the terms of this Agreement shall be delivered by hand
or mailed, postage prepaid to:
For CONTRACTOR:
The Middlesex Corporation
One Spectacle Pond Road
Littleton, MA 01460
For OWNER:
City of Winter Springs
Capitol Projects Coordinator, Public Works Department
1126 East State Road 434
Winter Springs, FL 32708
Either party may change the notice address by providing the other party written notice of the change.
Page 9
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
Resurtacing Program
Signed, Sealed and Delivered in the presence of:
~~~
~~,.
Name
President & COO
Title
10801 Cosmonaut Blvd.
Business Address
Orlando, FL 32824
City, State Zip
Date ~Y 16, 2008
OWNER:
CITY OF WINTER SPRINGS
By: onald W. Mct_emore
City Manager
1126 East State Road 434
Winter Springs, FL. 32708
40727-1800
Winter Springs Boulevard
Phases 2 and 3
Roadway Reconstruction and Milling/Resurfacing
..From Arrowhead Court to Seneca Boulevard
Bid Package
March 17, 2008
Contents:
1. Construction Notes
2. Typical Sections
3. Project Map
Winter Springs Boulevard
Construction Notes
General Notes:
1. The governing standards for the project shall be the Florida Department of
Transportation, Design Standards 2008, and Standard Specifications for Road and Bridge
Construction 2007.
2. In areas of construction, all existing utilities, public or private, shall be located by the
contractor, and owners of said utilities shall be notified prior to commencing work.
Contractor shall immediately notify the City of any existing utilities that may interfere
with completing the work.
3. All survey monuments and corners shall be protected. All survey corners destroyed shall
be reset and certified by a registered professional land surveyor.
4. Shop drawings for all construction materials shall be submitted to and approved by the
City of Winter Springs.
5. All private and public property affected by the construction work shall be restored to a
condition equal to or better than the pre-construction condition, including sodding,
landscaping, irrigation systems, driveways, sidewalks, mailboxes, curbs, etc.. The cost
for all restoration work shall be incidental to other construction and no extra
compensation will be allowed.
6. Proposed construction staging areas shall be submitted to and approved by the City of
Winter Springs. Construction staging activities shall be limited to the designated
construction staging areas.
7. No trees shall be removed. Contractor is responsible for protecting existing trees that
could be damaged by the work. Any tree trimming necessary to complete the work will
be performed by the City.
8. If encountered, unsuitable materials shall be removed from construction areas and
backfilled with suitable materials. Unsuitable materials shall be hauled off the site at no
additional expense to the City.
9. All excess excavation and construction materials are the responsibility of the contractor.
10. Existing drainage structures and pipes within the construction limits shall remain in
place.
11. All construction vehicles shall remain on the roadway or other paved surfaces at all
times. Construction activities and equipment shall be limited to Winter Springs Blvd.
from curb line to curb line. Contractor shall stay out of the Winter Springs Blvd.
medians.
Winter Springs Boulevard -Phases 2 and 3
Page 2 of 7
12. No night work is allowed. All work shall be performed between 7:00 AM and sundown,
unless otherwise approved by the City. Contractor shall notify the City 72 hours in
advance of any work planned on weekends or holidays.
13. Utility owners:
a. AT&T Corporation
Mr. Richard Kaleta
45 North Magnolia Avenue
Orlando, FL 32801
407-294-3005, 404-621-1806
b. Progress Energy
Mr. Miguel Rodriguez, Senior Engineer
2801 W. State Road 426
Oviedo, FL 32765
407-3 59-4413
c. Bright House Networks
Mr. Marvin Usry
844 Maguire Road
Ocoee, FL 34761
d. Sprint Florida, Inc.
Mr. Richard Kennedy
952 First Street
Altamonte Springs, FL 32701
407-830-3235
e. Florida Public Utilities
Mr. Dan Scribben
450 S. Highway 17-92
DeBary, FL 32713
f. City of Winter Springs
Mr. Don Cheney, Utility Superintendent
110 N. Flamingo Ave.
Winter Springs, FL 32708
407-327-2669
Winter Springs Boulevard -Phases 2 and 3
Page 3 of 7
Paving Notes:
1. A rolling straightedge shall be available at the job site at all times during paving
operations.
2. The base course and final structural course shall be straightedged immediately after final
pavement rolling. The contractor shall maintain the appropriate quality control staff
onsite during paving operations such that the straightedging can occur in a timely manner
after final pavement rolling.
3. All areas of unacceptable pavement shall be corrected at no cost to the City.
4. Excessive amounts of smoothness deficiencies in the final structural course will not be
accepted. Smoothness deficiencies shall be corrected in accordance with FDOT
specifications, except if any two smoothness deficiencies are located less than 400-feet
from each other. In this case, the corrective milling and resurfacing shall cover the entire
length of the roadway between the two deficiencies plus a minimum of 50-feet beyond
the deficiencies.
5. The final structural course on the 18-foot wide paved segments shall be placed in a single
pass covering the entire 18-foot width (no longitudinal joints).
In the areas requiring pavement reconstruction, following the removal of the existing
pavement and base, the contractor shall proof-roll the existing sub-base to provide a
stable and unyielding condition prior to placing the asphaltic base course. Proof rolling
shall consist of compaction with a large diameter static drum roller having a drum weight
of at least 10 tons. Proof rolling shall consist of a minimum of 10 overlapping coverages
of the roller with a maximum travel speed of 2 feet per second. During the proof rolling
operation, careful observation shall be made to help identify any areas of soft or yielding
sub-base material that may require additional work. The contractor shall take into
account the compaction resulting from proof rolling the sub-base when determining the
depth of existing pavement removal. The final pavement elevation shall be '/" higher
then the lip of the gutter on the low side of the road as shown in FDOT design standards.
The contractor is to sawcut existing pavement to a neat edge in all areas where tying into
existing pavement. In areas where the tie-in is at the right-of--way line, the contractor
shall take extra care to stay within the right-of--way.
8. Contractor shall install a total of four (4) 24-inch white painted temporary stop bars on
Winter Springs Blvd at the two Northern Way intersections. All other striping will be
installed under a separate contract.
9. The existing asphalt on the two bridge decks shall be milled down to the concrete deck
surface. All existing bridge deck expansion joints shall be sealed in accordance with the
enclosed joint detail.
10. Contractor shall prepare and submit an NPDES Stormwater Pollution Prevention Plan
(SWPPP) for the City's review and approval. Contractor shall submit a Notice of Intent
Winter Springs Boulevard -Phases 2 and 3
Page 4 of 7
to FDEP a minimum of 48 hours prior to construction activities. Contractor is
responsible for implementing, monitoring, and modifying the SWPPP throughout the
construction period. The cost of the SWPPP, including permitting fees, shall be included
in pay item 101-1.
Maintenance of Traffic Notes:
1. Maintenance of traffic shall be in accordance with MUTCD and FDOT specifications,
unless otherwise noted.
2. Digital variable message signs shall be provided at both ends of the project limits for one
week prior to begin construction date.
3. The existing 18-foot wide one-way lanes on Winter Springs Blvd. shall not be
temporarily configured for two-way traffic.
4. The contractor is responsible for maintenance of traffic. The contractor shall maintain
the appropriate personnel and equipment onsite at all times to properly and safely
maintain traffic.
5. Access to individual residential driveways and residential streets abutting Winter Springs
Boulevard with no alternative access points shall be maintained at all times.
6. All traffic control plans shall be approved by the City prior to implementation.
7. The contractor shall provide off-duty law enforcement officer(s) to be used for traffic
control for major changes in traffic movements, as directed by the City. An allowance
bid item of 200 hours at $30.00/hour is provided.
8. Pedestrian access through the project limits shall be maintained at all times.
Winter Springs Boulevard -Phases 2 and 3
Page 5 of 7
Typical Section #1: Mill and Resurface
- _ _ ...
- (-~-,r'
i~
i
[Xi57-~.YG CONCRE7E~
5!Ck`.WA/N i.0 RENA/N.~
~ B/I. SURVEY 8 C/L !YIN:TRUf,TrON
I
1
27 S , ~ vJ rz s .~ 27 5' ~
.... i., . .. __
--- NULL L RESURr ACf ~ ~ 1 W
I j
~ ~~
~~. I ~¢
I ii
i '-
~ Ih
~ W
~'~ i
w i
~j31, i
c.e2 _ _ _ ._. _ _i_ __._.. r. - v-°Z __
--- I -~ _ _ _ -- _. -
__ _._
- - - ...
~- ~ _ ~~~EX;r flNy 1YPE' A ` '
C'(i?B fT0 RENAJNI-' `?
~ \ EXIS TlNG CONCNf IC"'
5/L~'WALk !TO RENAiNI
Ex~s7ruc NfaN; ~ TYPIC/~L SF_CTIONS NQ.I `- Exlsrcvc aaw
CURB (;C RE-IAINI -_ CURP. (TO RfNAINI
WlNTfR SPr7/NGS 90U1EVM0
Milling and Resurfacino
MiII 1.75" Average Depth and Resurface
With 2.0' Type SP-12.5 (Traffic B) Structural Course
Tyuical Section #2: Total Pavement Reconstruction
~e/[ suRVfr a c/[ ceNSrRL'Lrlnrv
i
CLEARING & GR6'RC/NG i
r CI .IE_1R/NG 88 GR
i 77.5 2 1B 1'1..5' ~ il. IB' 2~ ?7 S
.
-
_~
,
-t^
_ _ _
____..__
~
I PAVEMENT I PAVEMENT
4ii RELCNSTRU„TLON ~ RELONSTRUL Lr]LJ I I i?
~
j I
I ~.,_.__ __. _~'~ ~~
'2
?i
I f ~i
in :
W I j
!
1
~ ~
'
W
i ¢
~
~ I ~ ~.
I
~
~
i I
H
.. ...
-_ _.... L
0 C2 ._
J-.
.... ._ __ I -. ._ __ ~ 0.0
I i
__ _ _..
. _ i-. ~ .-.-
~ _ _~. _ _ ....
e
- --- %
~
!
! /
_ - _-
! ,
/ ~ '
ExrsnW; Laru:fTf
""fX15TlNG TYPE A
!
SfOfNA
X LTO Pt
I
/
'
/ l f.!!RP. LTO REMA/Nl J L
MA
N
-EXf57/AG X/AM/
tX.ST~NG LONLkf If-~ ~ CURt1 1T0 kEMaN!
SIDEWALK (-0 REMAIN)
i
fxlsnac wAMJ-% 7YPiCAL
SECFiJNS h't7
2
ruRR rro RfuaN, .
.
WIN)'EH SPRINGS 8000EVARO
Total PavementTotal Pavement R~onstr~tion
2.0" Type SP-12.5 (Traffic B) Structural Course
And Optional Base Group 9 (5.5" ABC-3)
1. fOLLgr1NG rNE EXISTING PAVEYfNT ffACWINNG BASF) AEMOVAL OPERA7'pNS. THE
CpNTRAG'70R $NAI 1. PRDLV'-/q(L THE EX/ST/AG SUtlBA.SE TO PRONCf A $IABLENNI'If[LYML
CCWpT,gV PA.a4 70 PUCYXr ASPHALTK BASE Cg1RSf. PRDD/ RIXLIMG SNACL CUVSlST Of'
CGIIPALTKW WII!/ URGE D/AYETER $TATK NNM ADCLER. THE RDLIER SIUIl RAVE A
LVN/X WE.GMT ~ AT LEAST A TORS.. PROCF RVLLUNS' SHALL C(M'S15T (K A WANAN/X OF
TEN DVERLAPPLAG COVERAGES OF TN£ RO(LER W/TN A YAX/YUY TRAVEL SPEED L1' 2 fEET
PER SEttWD. p/AfNG THE /'RLGF AOLLN~O OPERA 7/0.V. CAREFUL ODSENVATpN SNALC BE XAOE
TO RELP lLIENTIfY AM/ AREAS (~ $OFT/YlfldMG SUBBASE MATERIAL TNA7 YAY REO'/!RE
ADpTK/NAL WMK
2 TNF CWTAACTLVt SHALL 7AILE /N i0 ACCpJN7 THE COYPACiION RE'SULTLNG fALW
P!d(MY'-RJLUAG THE SUBBASE WIffN FiETEHMINING THE DEPTH OF EXb T/XG PAVEXENI
REA'0.'a. THE FINAL PAVfYENT ELEVATpN SHALL B£ / /I ' IlKJLER lIIAN TRf LIP OF
7NE GUTTER pV THE LGV SIDE Or TRL RDAD AS Si/QYA' IN T!X)i' RES.sN STANDNi05.
Winter Springs Boulevard -Phases 2 and 3
Page 7 of 7
,l°lnt Per Joint Sealer
Alonufacturer's Guidelines
Nol Pour Rubberized Sea/er
Alpha/ t Asphol t
(Thickness Varlesl !Thickness Varlesl
N '
Bridge Deck or Bridge Deck, Approach Slob, or
Pile Supported Pavement Plle Supported Pavement
Backer Rod
JOINT DETAIL
NOTES
1. Mill osph0// surface on bridge deck, approach slab, or pile-supported-pavement os Indicated on plops.
2. Resurface !n accordance with plans.
3. Sow-cut completely through the asphalt overlay. WId1h shall match the concrete Joint width, but shall
not exceed one (Il Inch. Remove o/I asphalt & debris from the Joint.
4. Clean the concrete Joint full depth. Remove of/materials & debris from the Joint.
5. Ensure that the Joint (asphalt and concrelel is clean !n accordance with the Joint sealant
marwfacturer's guidelines.
6. Install backer rod at e/evatlon shown In oaciordanca with backer rod manufacturer's guidelines.
Ensure the correct Docker rod Is used for Hot Pour Rubberized Sealer.
7. Sao/ the Joint using on approved Hot Pour Rubber/zed Sealer from the QPL S932 In
accordance w/th the sealer manufacturer's guidelines.
GENERAL NOTES
1. Backer rods shall be appropriate diameter for Joints. Different backer rod s/zes may be necessary.
2. Details are shown for riding surface only. See Design Standard Index No. 21/10 for details
of Joints on rolled sidewalks, curbs, and raised median. Provide sidewalk cover plates any
on the sidewalks and onty within the limits of the bridge and pile-supported pavement.
SPECIAL NOTES
1. Contractor !s advised that the existing fencing on the sidewalks may Interfere with the Geoning
and sealing of the sidewalk Joints. Contractor shall remove and re-install fence fabric as
needed to facilitate the work. Fence posts shall not be removed.
2. Clean out debris from allborrler wall Joints.
yL~N~1~
W~ "t" C
S
0 375 750 1,500 2,250 3,000
Faet
Yaer
Pro ict
Pro ectT Mill 8
Resurface
Ysrda
Reconstruct
Yards
Total Yards
Avg. Mill
De th In. Structural
Caureo Dopih
in. 0"Black Bsss
Tons (110
Ib(SV/Inch Structural
Course Tons (110
Ib/SY/inch
-____ _ _... _.
_T.
n h iww oiw, Iwew i)aea ~ wlawo~a T~mberwilde
~ ReconsWa T,oai, T,.w 1.50 2521 830
le Nest Circle -North Half
Ee Resudeu and Rewnstruct 5,887 3 745 9 812 2.00 1.50 1 236 7B3
Lancewacd Drive Reeudece 2 075 0 2 075 2.00 1.50 0 171
Tem a We / Lido Road
S. Aldemrood St. / Cederwaod Cl.
Ce u a Drive Resudeta
Reaudaa
Reeudece snd Remnatmcl 2 B28
3845
1 111 0
0
1,111 2 B28
3845
2 222 1.50
2.00
0.00 1.00
1.50
1.50 0
0
387 181
317
183
Vistawille Ddw Reaudau 2 800 0 2 800 2.00 1.50 0 215
Daven on Glen- Warrin on Stock rt Dawn rt Gelwa Resurface 3 B00 0 3 800 2.00 1.50 0 314
Oak Roed
Nonham We - WS BhM to Howell Crock Bride Reaurfeu
ReconalruA 2 021
0 0
7 B80 2 921
7 860 1.50
0.00 1.00
1.60 0
2 634 161
834
S. Gellowa Ct. Resurface 1 350 0 1 350 2.00 1.60 0 111
Total 28487 20176 48873 6868 3690
e ~ -- - `,
~~
CORPORATION
City Of Winter Springs
1126 East S.R 434
Winter Springs, FL 32708
Attn: Brian Fields, P.E.
City Engineer
RE: Winter Springs Misc. Streets
Piggy Back Contract.
4/04/08
Brian,
Per our conversation The Middlesex Corporation has a contract with the Florida Department
of transportation on SR 528. The FDOT contract number is E8124. Please find enclosed copy of
this contract. We feel that the contract items and pricing will allow The City of Winter Springs
and The Middlesex Corp. to perform all work previously discussed piggy backing this contract.
Please find below description of contract items and contract pricing attached to your
proposed quantities. * Denotes The City of Winter Springs items.
101-1 Mobilization
* 104-99 Erosion Protection
*Payment and Performance Bond
102-1 Maintenance of Traffic
* 102-1 Maintenance of traffic
* 110-1-1 Clearing and Grubbing
* 160-99 Proof Rolling and Compaction
* 160-100 removal and replacement of Sub base
327-70-13 Milling of Existing Asphalt (1 '/." AVG)
*Milling of Existing Asphalt (1 3/a" AVG)
334-1-12 Superpave Asphalt Traffic B
*285-709 Optional base Group # 9 @ 5.5"
*334-1-12 Super pave Asphalt SP 12.5
1 LS = $8,500.00
1 LS = $11,000.00
1 LS = $157,700.00
26497 SY x $2.10 = $55,643.70
l 1240 TN x $85.00 = $955,400.00
$1,188,243.70
This Proposal includes a (1) one year warranty on workmanship and materials.
Thank you
Kirk Pettengill
Estimator/Project Manager
Cc: JM File
10$01 Cosmonaut Blvd., Orlando, FL 32824 • (407) 206-0077 • (407) 206-3559 (FAX)
Affirmative Action/Equal Opportunity Employcr
ee
CORPORATION
City Of Winter Springs 4/04/08
1126 East S.R 434
Winter Springs, FL 32708
Attn: Brian Fields, P.E.
City Engineer
RE: Winter Springs Blvd.
Piggy Back Contract.
Brian,
Per our conversation The Middlesex Corporation has a contract with the Florida Department
of transportation on SR 528. The FDOT contract number is E8124. Please find enclosed copy of
this contract. We feel that the contract items and pricing will allow The City of Winter Springs
and The Middlesex Corp. to perform all work previously discussed piggy backing this contract.
Please find below description of contract items and contract pricing attached to your
proposed quantities. * Denotes The City of Winter Springs items.
101-1 Mobilization 1 LS = $9,200.00
* 104-99 Erosion Protection
*Payment and Performance Bond
102-1 Maintenance of Traffic 1 LS = $11,000.00
* 102-1 Maintenance of traffic
* 110-1-1 Clearing and Grubbing
* 160-99 Proof Rolling and Compaction
* 160-100 removal and replacement of Sub base
327-70-13 Milling of Existing Asphalt (1 '/a" AVG)
*Milling of Existing Asphalt (1 3/a" AVG)
334-1-12 Superpave Asphalt Traffic B
*285-709 Optional base Group # 9 @ 5.5"
*334-1-12 Super pave Asphalt SP 12.5
1 LS = $157,500.00
38946 SY x $2.10 = $ 81,786.60
12752 TN x $85.00 = $1,083,920.00
*458-1-21 Poured Expansion Joints at Bridges 438 LF X $40.00= $17,520.00
$ 1,360,926.60
999-25 Initial Contingency Amount Do Not Bid = $6000.00
*OffDuty Law Enforcement $1,366,926.60
This Proposal includes a (1) one year warranty on workmanship and materials.
Page 1.
1OS01 Cosmonaut Blvd., Orlando, FL 32824 • (407) 206-0077 • (407) 206-3559 (FAX)
Affirmative Action/Equal Opportunity Employer
BITUMINOUS MATERIAL
GASOLINE AND DIESEL FUELS AND
NATURAL GAS PRICE INDEX
To obtain information on Bituminous Material Gasoline and Diesel
Fuels and Natural Gas Price Index, please go to the following web site
and click Asphalt Price Index:
I~ttn:/hvww.clot.state.fl.us/cc-admin
LCSCSIA FLORIDA DEPARTMENT OF TRANSPORTATION DATE 07/09/07
CONTRACT SCHEDULE OF ITEMS PAGE 2
AWARDED VENDOR: VF042534615002 MIDDLESEX CORPORATION (THE)
CONTRACT ID: E8I24 FIN PROJ NUM: 42226415201 (*) FED AID NUM: N/A
------------------------------------------------------------------------------------
LINEI ITEM NUMBER AND ~ APPROXIMATE ~ UNIT PRICE BID ~ EXTENDED AMT.
NO ~ ITEM DESCRIPTION ~ QUANTITIES ~----------------I--------------
AND UNITS ~ DOLLARS ~ CTS ~ DOLLARS ICTS
------------------------------------------------------------------------------------
SECTION 0001 ROADWAY
-------------------------------------------------------------------------------------
0101 1 MOBILIZATION
0005 42226415201 LUMP LUMP ~$ 540,000.00
-------------------------------------------------------------------------------------
~0102 1 MAINTENANCE OF ~ ~ I
OOlO~TRAFFIC 42226415201 ILUMP LUMP ~$ 127,900.00
----- -------------------------
0102 14 TRAFFIC CONTROL ----- ---------------- ---------------- ------ ------------
OOIS OFFICER i 288.000 50.00000 $ 14,400.00
I
------
-------------------
-
-- MH
-----
-----
- i i
-
-
0102 60 WORK ZONE SIGNS ---------
- -l--------------- -- ---- ------------
00201 I 14,804.000 0.27000 $ 3,997.08
------
-------------------
----
- IED
-
- I I
-
~0102 74 1 BARRICADE, --- --
------------- ---------------- -- ---- ------------
0025~TEMPORARY, TYPES I, II, I 80,534.000 I 0.18000 $ 14,496.12
~DI, VP & DRUM IED ' I
------------------------------
~0102 76 ADVANCE WARNING ----- ---------------- ----------------- - ---- ------------
0030iARROW PANEL 330.000 ~ 9.00000 I$ 2,970.00
--------------------------
-- IED
--
I0102 77 HIGH INTENSITY -- --- ---------------- ----------------- ----- ------------
0035~FLASHING LIGHTS, TEMP, I 5,102.000 i 0.35000 $ 1,785.70
TYPE B I ED i
------------------------------
I0102 78 REFLECTIVE -----
~ ---------------- ----------------- -----
I ------------
0040IPAVEMENT MARKER, ~ 4,014.000 I 3.75000 $ 15,052.50
TEMPORARY
------------------------------ IEA
- I
I0102 89 7 CRASH -
--- ----------------- ---------------- -- ---- -----------
0045ICUSHION/IMPACT ~ 20.000 I 400.00000 $ 8,000.00
IATTENUATOR, TEMPORARY, ILO
IREDIRECTIVE OPTION ~ i
------------------------------
~0102 99 - - ---
I ---------------- ---------------- ------
I -----------
OOSO~CHANGEABLE-VARZABLE I 950.000 I 17.00000 $ 16,150.00
MESSAGE SIGN, TEMPORARY ED i
0102150 1 PORTABLE ~ I
0055iREGULATORY, SIGN + 1,320.000 i 14.00000 $ 18,480.00
------------------------------- ED
- j
~0102150 2 RADAR SPEED ----
~ ---------------- ----------------
~ ------
I -----------
0060iDISPLAY UNIT 1,320.000 i 14.00000 $ 18,480.00
------------------------------- IED
----- ---------------- ---------------- i
------ -----------
LCSCSIA FLORIDA DEPARTMENT OF TRANSPORTATION DATE 07/09/07
CONTRACT SCHEDULE OF ITEMS PAGE 3
AWARDED VENDOR: VF04253461500 2 M IDDLESEX CORPORATION (THE)
CONTRACT ID: E8I24 FIN PR OD NUM: 42226415201 (*) FED AID NUM: N/A
------------------------------
LINEI ITEM NUMBER AND ----
I ----------------
APPROXIMATE ------------------
I UNIT PRICE BID ----------------
I EXTENDED AMT.
NO I ITEM DESCRIPTION I QUANTITIES I---------------- I--- --------
I I AND UNITS I DOLLARS I CTS ( DOLLARS ICTS
------------------------------
I0104 10 2 SYNTHETIC ----
I ---------------- ------------------
I ----
I ------------
0065IBALES I 780.000 I 8.00000 I$ 6,240.00
I
------------------------------ ILF
----
---------------- I
----- I
I0104 13 1 STAKED SILT
I -------------
( ----
I -------------
0070IFENCE, TYPE III I 8,200.000 I 1.50000 I$ 12,300.00
I
------------------------------ ILF
----
---------------- I
- I
I0104 16 ROCK BAGS
I -----------------
I - --- -------------
00751 i 760.000 2.00000 I$ 1,520.00
---------------
----
------ ~ i
-
--
--
I0110 1 1 CLEARING & ----
I ---------------- ------------------
I ----
i -------------
OOBOiGRUBBING 42226415201 iLUMP iLUMP i$ 190,000.00
------------------------------
I0120 1 REGULAR ----
I ---------------- ------------------
I ----
I -------------
0085IEXCAVATION I 881.000 45.00000 $ 39,645.00
I
---------------------------- ICY i i
--
I0120 6 EMBANKMENT ----- --------------- ------------------
I --
I -- -------------
00901 1 9.000 85.00000 $ 765.00
----------------------- CY i I
--------
I0285701 OPTIONAL BASE, ----
I --------------- ------------------
I ----
I -------------
0095iBASE GROUP Ol I 3,214.000 i 15.00000 i$ 48,210.00
SY
-------------------------------
I0327 70 1 MILLING EXIST ---- --------------- -- ---------------- ---- -------------
Ol00iASPH PAVT, 1" AVG DEPTH 77,827.000 I 2.10000 $ 163,436.70
------------------
- ISY i
------
------
I0327 70 13 MILLING EXIST ----
I --------------- ------------------
I ----
( -------------
OlO5IASPH PAVT, 1 3/4" AVG I 198,325.000 I 2.10000 I$ 416,482.50
IDEPTH
------------------------------- ISY
---
- I I
I0327 70 15 MILLING EXIST - -------------- ------------------
I ----
I -------------
O110IASPH PAVT, 2 3/4" AVG I 933.000 4.00000 $ 3,732.00
IDEPTH
------------------------------- ISY
----
--------------- i
-------- i
0334 1 12 SUPERPAVE
I
I ---------- ----
I -------------
0115 B PHALTIC CONC, TRAFFIC ~ 3,149.800 I 85.00000 $ 267,733.00
TN I i
-------------------------------
I0334 1 13 SUPERPAVE ----
I --------------- ---
---------------
I ----
I -------------
0120iASPHALTIC CONC, TRAFFIC ~ 13,858.300 i 85.00000 $ 1,177,955.50
C
------------------------------- TN
----
- +
I0337 7 5 ASPHALT
I --------------- ------------------
I ---
I -------------
0125ICONCRETE FRICTION I 7,541.600 i 135.00000 I$ 1,016,116.00
ICOURSE- INC BIT/RUBBER, ITN I I
IFC-5
------------------------------- I
----
---------------- I
------------------ I
---
-------------
LCSCSIA FLORIDA DEPARTMENT OF TRANSPORTATION DATE 07/09/07
CONTRACT SCHEDULE OF ITEMS PAGE 4
AWARDED VENDOR: VF042534615002 MI DDLESEX CORPORATION (THE)
CONTRACT ID: E8Z24 FIN PROJ NUM: 42226415201
------------ (+) FED AID NUM:
------------------- N/A
-----
----------
-------------------------------
LINE ITEM NUMBER AND ----
I ---
APPROXIMATE I UNIT PRICE BID ~ EXTENDED AMT.
NO ~ ITEM DESCRIPTION I QUANTITIES ~----------------I ----- ---------
I AND UNITS ~ DOLLARS I CTS I DOLLARS ICTS
I0337 7 22 ASPH CONC ~ (
0130~FRICTION COURSE, INC BIT, 1,079.400 ~ 135.00000 ~$ 145,719.00
~FC-5, PG76-22 ~TN
-- I
--
------
-
-
-
-----
------
--
-------------------------------
I0339 1 MISCELLANEOUS ----
~ -----------
-- -
--
--
--
-
I i ---
ASPHALT PAVEMENT
0135 1,483.500 172.00000 $ 255,162.00
i
----------------------
--
- TN
I
----
--------------- I
------------------- I
-----
-----------
--
---
-
~0425 4 INLETS, ADJUST
0140 ~ 4.000 ~ 2,200.00000 $ 8,800.00
I
---------------------------- IEA
----
--------------- ~
------------------- I
-----
-----------
---
~0536 1 1 GUARDRAIL ~ I
01451-ROADWAY I 1,236.000 ~ 17.25000 I$ 21,321.00
I
------------------------------ ILF
----
--------------- I
------------------- I
-----
-----------
-
~0536 1 3 GUARDRAIL- I
0150IROADWAY, DOUBLE FACE I 18,975.000 27.95000 ~$ 530,351.25
------------------------------- ILF
----
---------------
--
----------------- I
-----
-----------
0536 1 6 GUARDRAIL-
O155 IBRIDGE, THRIE BEAM I 500.000 ~ 17.25000 $ 8,625.00
-----
-------------------------- ~LF
----
---------------
------------------- I
-----
-----------
0536 8 1 GUARDRAIL, ~ ~ I
0160~BRIDGE ANCHORAGE ~ 16.000 ~ 2,600.00000 I$ 41,600.00
ASSEMBLY, INSTALL ~EA ~ I
-------------------------------
0536 8 6 GUARDRAIL, ----
~ --------------- -------------------
I -----
I -----------
0165IBRIDGE ANCHORAGE 16.000 ~ 300.00000 I$ 4,800.00
ASSEMBLY, REMOVE IEA
-------------------------------
I0536 73 GUARDRAIL ----
~ --------------- -------------------
~ -----
I -----------
0170IREMOVAL I 2,518.000 ~ 4.00000 I$ 10,072.00
I
------------------------------- ILF
----
--------------- ~
------------------- I
-----
-----------
0536 85 22 GUARDRAIL END ~ I
0175I ANCHORAGE ASSEMBLY- 15.000 ~ 2,100.00000 $ 31,500.00
I FLARED EA
-------------------------------
I0536 85 25 GUARDRAIL END ----
~ --------------- -------------------
I -----
I -----------
0180IANCHORAGE ASSEMBLY- TYPE ~ 6.000 I 1,200.00000 I$ 7,200.00
III
------------------------------- ~EA
----
--------------- ~
------------------- I
-----
---
-----
I
0544 75 14 CRASH CUSHION
I
~
I -
--
0185 - VEHICULAR IMPACT ~ 1.000 ~ 28,000.00000 I$ 28,000.00
ATTENUATOR, QUADGUARD ~EA ~ I
-------------------------------
(0546 72 51 RUMBLE STRIPS, ---- --------------- --- ---------------- -----
I -----------
0190
GROUND-IN, 16" MIN. ~ 13.100 i 1,200.00000 $ 15,720.00
i
WIDTH PM I
-------------------------------
~0570 1 2 PERFORMANCE ----
~ --------------- --- ---------------- -----
I -----------
0195iTURF, SOD I 38,989.000 I 1.80000 $ 70,180.20
------------------------------- SY
---- --------------- --- ---------------- i
----- -----------
LCSCSIA FLORIDA DEPARTMENT OF TRANSPORTATION DATE : 07/09/07
CONTRACT SCHEDULE OF ITEMS PAGE 5
AWARDED VENDOR: VF042534615002 MI DDLESEX CORPORATION (THE)
CONTRACT ID: E8I24 FIN PROJ NUM: 42226415201 (*) FED AID NUM: N/A
-------------------------------
LINE~ ITEM NUMBER RND ----
~ ---------------
APPROXIMATE ------------------
~ UNIT PRICE BID ----------------
~ EXTENDED AMT.
NO ~ ITEM DESCRIPTION ~ QUANTITIES ~" ----
-----
AND UNITS
~ DOLLARS ~ CTS
DOLLARS
ICTS
--------------------------
~0630 1 12 CONDUIT - ---- --------------- ------------------ ------ ----------
0200~SIGNALS, FURNISH & ~ 11.000 300.00000 $ 3,300.00
INSTALL, UNDERGROUND ~LF i i
-------------------------------
~0660 2102 LOOP ASSEMBLY, ---- --------------- ------------------ ------ -----------
0205iF&I, TYPE B 1.000 700.00000 $ 700.00
------------------------------- I~
---- --------------- i
- i
~0700 20 12 SINGLE POST ----------------- - ----- -----------
0210iSIGN, F&I, 12-20 SF i 3.000 1,600.00000 I $ 4,800.00
-----------------------
--- ~ - i
-
----
~0700 20 60 SINGLE POST ---- -------------- -- ---------------- ------ -----------
0215iSIGN, REMOVE 1.000 ~ 200.00000 $ 200.00
-------------------
-- i~ i
--
--------
0710 11111 PAINTED ---- --------------- ------------------ ------ -----------
0220~PAVEMENT MARKINGS, I 14.314 ~ 1,400.00000 ,$ 20,039.60
STANDARD, WHITE, SOLID, NM
I6„
------------------
-------------
~0710 11112 PAINTED ---- --------------- --- --------------- ------- ----------
0225~PAVEMENT MARKINGS, ~ 2.716 I 1,600.00000 $ 4,345.b0
STANDARD, WHITE, SOLID, NM i
leo I
-------------------------------
0710 11123 PAINTED ---- --------------- ------------------ ------- ----------
0230 PAVEMENT MARKINGS, ~ 50.000 ~ 3.00000 I$ 150.00
STANDARD, WHITE, SOLID, ~LF
~12"
-----------
--
-
-
-
---------------
~0710 11124 PAINTED ----- -------------- ------------------ ------- ----------
0235~PAVEMENT MARKINGS, ~ 3,434.000 2.10000 $ 7,211.40
STANDARD, WHITE, SOLID, LF I I
~18"
-------------------------------
~0710 11125 PAINTED ----- --------------- ----------------- ------- ----------
0240~PAVEMENT MARKINGS, 63.000 5.00000 $ 315.00
STANDARD, WHITE, SOLID, LF I i
24"
-------------------------------
~0710 11131 PAINTED ----- --------------- ------------------ ------ ----------
0245~PAVEMENT MARKINGS, ( 9.491 1,200.00000 I$ 11,389.20
STANDARD, WHITE, SKIP, GM i
6 ~,
------- I
-------------------------
~0710 11160 PAINTED ---- --------------- ------------------ ------ ----------
0250~PAVEMENT MARKINGS, I 15.000 60.00000 $ 900.00
STANDARD, WHITE, MESSAGE I EA . i i
--------------------------------
~0710 11170 PAINTED ---- --------------- ------------------ ------ ----------
0255~PAVEMENT MARKINGS, 20.000
30.00000
I
~$
600.00
STANDARD, WHITE, ARROWS EA
LCSCSIA FLORIDA DEPARTMENT OF TRANSPORTATION DATE 07/09/07
CONTRACT SCHEDULE OF ITEMS PAGE 6
AWARDED VENDOR: VF042534615002 MIDDLESEX CORPORATION (THE)
CONTRACT ID: E8I24 FIN PROJ NUM: 42226415201
------------------------- (*) FED AID NUM: N/A
-------------------------
LINE~ ITEM NUMBER AND I APPROXIMATE ------------------
~ UNIT PRICE SID ----------------
~ EXTENDED AMT.
NO ITEM DESCRIPTION ~ QUANTITIES ~---------------- I______________
AND UNITS
----------------------------- - ------- ~ DOLLARS ~ CTS ~ DOLLARS CTS
------------
~0710 11211 PAINTED -- ---------------- - ---------------
0260~PAVEMENT MARKINGS, ~ 14.217 1,400.00000 ~$ 19,903.80
STANDARD, YELLOW, SOLID, NM I
I6n
--------------------------------------------------
~0710 90 PAINTED PAVEMENT ------------------ -----------------
0265~MARKINGS, FINAL SURFACE LUMP LUMP $ 114,000.00
42226415201
---------- i
----------------------------------------
~0711 17 THERMOPLASTIC, ------------------ -----------------
0270~REMOVE ~ 3,138.000 I 2.70000 ($ 8,472.60
~SF
----------------------
--
-
-----------------------
~0999 25 INITIAL ------------------ -----------------
0275~CONTINGENCY AMOUNT, DO LUMP LUMP $ 84
000.00
NOT BID 42226415201 i i
,
-------------------------------
-----
------------
~TOTAL BID ~
_______3__________
----------------
I
--------------
~$ 5,587,224.75
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 375-020-26
CONTRACT CONTRACTS ADMINISTRATION
District occ - oyos
This Contract, is entered into this ~ day of ~.~. ~~ 5 OL ,between the State of Florida Department of Transportation, hereinafter
called the Department, and The Middlesex Corporation
of One Speilacte Pond Road, Littleton, MA 01460 ,herein called the Contractor.
The Contractor agrees with the Department, for the consideration herein mentioned, and at Its own proper cost and expense, to do all the work and
furnish ail the materials, equipment, supplies and labor necessary to cant' out this Contract in the manner and to the full extent as set forth in the Proposal,
Standard Specifications as Amended by the Specifications Package end any Supplemental Specifications Packages, and the Plans, under security as set
forth in the attached bond, all of which are hereby adopted and made part of this Contract and incorporated by reference herein, and to the satisfaction of
the duly authorized representatives of the Department of Transportation, who shall have at all times full opportunity to Inspect the materials to be furnished
and the work to be performed under this Contract.
The Contractor shall also maintain such insurance as will protect the Department from any or all dolma for property damage, personal injury and bodily
injury inducting death, which may arise from operations under this Contract. Certificates of such insurance shall be filed with the Department and shall be
subject to its approval for adequacy of protection.
It is agreed that the work to be done under this Contract is to construct or otherwise improve the road(s), bridge(s), and building(s) described as:
Work consists of providing all labor, materials, equipment and incidentals necessary for the milling and resurtadng of
SR 528 (Beachline) mainline and ramps. Inducted in the project will be the construction of median guardrail and
miscellaneous safety improvements. '-'
in Orange County(ies), a distance of approximately 3.842 mile(s)
and known as Federal Aid Project No(s).:
Financial Project No(s).: 422264-1-52-01 Contrail No. E8124
In consideration of the foregoing premises, the Department agrees to pay the Contractor, for all items of work performed and material famished at the unit
prices and under conditions set forth in the attached proposal.
IN WITNESS WHEREOF, the Department has hereunto caused these presents to lx3 subscribed and the Contrailor has affixed its name and seal, the date
aforesaid.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
,~')~,i ~,' ' ,~i ~,! eputy ecuUve Dire
/f ~~~.J1 ~ ;%
~..~ .~,=
Turnpike
~~7
omey FDOT Date
T mpike General Counsel
Complete the following as appropriate
Entity Name: ~~-_ I (f ~ ~ "~ j
_.~ (Seal)
Authorized Signature: Name & Title (Print): "•(VI L~ ,_ ~~ ~ ~ ~~Jt~ ~~(~~jf.~L.y( ~'-
'Signature: ~ Name & Title (Print):
'In the event of a Partnership both signature and printed name of 2 partners must be affixed.
tic . ~~ ~, ~ ~ 7 ~'~
Organized and existing under the laws of the State of Massachusetts and authorized to do business in the State of Florida, pursuant
to the laws of the State of Florida.
State of Florida
Department of Environmental Protection
Generic Permit
For
Stormwater Discharge from Large and Small Construction Activities
May 2003
This permit is issued under the provisions of Section 403.0885, Florida Statutes, and applicable
rules of the Florida Administrative Code pursuant to the Department's federally-approved National
Pollutant Discharge Elimination System (NPDES) Stormwater regulatory program. Stormwater
discharge associated with large construction activity, as defined at 40 CFR Part 122.26(b)(14)(x)
and herein, is regulated pursuant to Section 402(p)(2) of the federal Clean Water Act (CWA).
Stormwater discharge associated with small construction activity, as defined at 40 CFR
122.26(b)(15) and herein, is regulated pursuant to Section 402(p)(6) of the CWA. This permit
constitutes authorization to discharge stormwater associated with large and small construction
activities to surface waters of the State, including through a Municipal Separate Storm Sewer
System (MS4). Until this permit is terminated, modified, or revoked, permittees that have properly
obtained coverage under this permit are authorized to discharge to surface waters of the State,
including through an MS4, in accordance with the terms and conditions of this permit.
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
Part I. General Provisions
A. Applicability and Coverage
I . Federal law prohibits the point source discharge of pollutants, including the
discharge of stormwater associated with large or small construction activities pursuant to 40 CFR
Part 122 and as defined in Part lI of this permit, to waters of the United States without a National
Pollutant Discharge Elimination System (NPDES) permit. Under the State of Florida's authority to
administer the NPDES stormwater program at 403.0885, F.S., operators that have stormwater
discharge associated with large or small construction activities to surface waters of the State,
including through a Municipal Separate Storm Sewer System (MS4), must obtain coverage either
under a generic permit issued pursuant to Chapter 62-621, F.A.C., or an individual permit issued
pursuant to Chapter 62-620, F.A.C.
2. Coverage under this generic permit is available for stormwater discharges from
large and small construction activities to surface waters of the State as defined in Section 403.031,
F.S., including stormwater discharges associated with construction activity to surface waters of the
State through an MS4.
3. This generic permit does not constitute authorization under Part [V of Chapter 373,
F. S., for the construction, alteration, operation, maintenance, abandonment, or removal of any
stormwater management system, dam, impoundment, reservoir, or appurtenant work or works,
including dredging or filling, in, on or over wetlands and other surface waters, as determined by the
methodology authorized in Subsection 373.421(1), F. S.
4. This generic permit authorizes the discharge of stormwater associated with
construction activity under the State's federally-approved NPDES stormwater program only and
does not supersede the requirement to obtain a stormwater discharge permit under Chapter 62-25,
F.A.C.; environmental resource permit (ERP) under Part IV, Chapter 373, F.S.; stormwater
discharge permit from aDepartment-approved delegated local government; or any other required
federal, state, or local government permit.
B. Eligibility
t. This permit authorizes the discharge of stormwater associated with large and small
construction activity, as defined in Part II of this permit, occurring after the effective date of this
permit.
2. This permit authorizes stormwater discharge associated with construction activity
that is mixed with stormwater discharges associated with industrial activity other than construction,
where:
a. the industrial source other than construction is located on the same site as the
construction activity;
b. stormwater discharges associated with industrial activity from the areas of the site
where construction activities are occurring are in compliance with the terms of this permit; and
c. stormwater discharges associated with industrial activity from the areas of the site
where industrial activity other than construction are occurring are in compliance with the terms of a
different generic permit (e.g., Multi-Sector Generic Permit for stormwater Discharge Associated
with Industrial Activitiy) or individual permit authorizing such discharges.
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
3. Limitations on Coverage. The following stormwater discharges from construction
sites are not authorized by this permit:
a. stormwater discharges that originate from the site after construction activities have
been completed and the site has undergone final stabilization;
b. discharges that are mixed with sources ofnon-stormwater, other than discharges
identified in Part IV.A.3. of this permit;
c. stormwater discharge associated with construction activity that is covered under an
existing generic or individual permit. Such discharges may be authorized under this permit after
the existing individual permit or generic permit term of coverage expires, provided the existing
permit did not establish numeric limitations for such discharges; or
d, stormwater discharge associated with construction activity that the Department has
determined to be or may reasonably be expected to be causing or contributing to a violation of a
surface water quality standard.
C. Obtaining Authorization
I . In order for stormwater discharge associated with construction activity to be
authorized under this generic permit, an operator must:
a. Meet the eligibility requirements in Part I.B. of this permit;
b. Develop and implement a stormwater pollution prevention plan (SWPPP) in
accordance with the requirements of Part V of this permit; and
c. Submit a completed Notice of Intent (NOI) in accordance with the requirements of
Part III. of this permit, including submittal of the appropriate processing tee as established in Rule
62-4.050(4)(d), F.A.C.
2. 'fhe Department may deny coverage under this permit or require submittal of a
revised NOI based on the Department's determination that the NOI is incomplete, the permit fee
has not been paid, or the submittal otherwise is not in accordance with the requirements of this
generic permit.
Part II. Definitions
For the purposes of this generic permit, the following definitions shall apply, unless otherwise
indicated:
I . "Best Management Practices" or "BMPs" means schedules of activities, prohibitions
of practices, maintenance procedures, and other management practices to prevent or reduce the
pollution of surface waters. BMPs also include treatment requirements, operating procedures, and
practices to control site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw
material storage.
2. "Construction Activity" means the act or process of developing or improving land
which involves the disturbance of soils and includes clearing, grading, and excavation.
3. "Commencement of Construction" means the initial disturbance of soils associated
with clearing, grading, or excavating activities or other construction activities.
~. "Department" or "DEP" means the Florida Department of Environmental Protection.
5. "Final Stabilization" means that all soil disturbing activities at the site have been
completed, and that a uniform (e.g., evenly distributed, without large bare areas) perennial
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
vegetative cover with a density of at least 70% for all unpaved areas and areas not covered by
permanent structures has been established or equivalent permanent stabilization measures (e.g.,
geotextiles) have been employed.
6. '`Large Construction Activity" means construction activity that results in the
disturbance of five (5) or more acres of total land area. Large construction activity also includes
the disturbance of less than five acres of total land area that is part of a larger common plan of
development or sale if the larger common plan will ultimately disturb five acres or more.
7. '`Municipal Separate Storm Sewer System" or "MS4" means a large, medium, or
small MS4 as detned in Chapter 62-624, F.A.C.
8. "NO(" means notice of intent to be covered by this permit (see Part III of this
permit. )
9. "NOT" means notice of termination (see Part VIII of this permit).
10. "NPDES" means the Department's federally-approved National Pollutant Discharge
Elimination System program.
11. "Operator" means the person, firm, contractor, public organization, or other legal
entity that owns or operates the construction activity and that has authority to control those
activities at the project necessary to ensure compliance with the terms and conditions of this
permit.
12. "Qualified Inspector" means a person that:
a. has successfully completed and met all requirements necessary to be fully certified
through the DEP stormwater, Erosion, and Sedimentation Control Inspector Training Program;
b. has successfully completed an equivalent formal training program; or
c. that is qualified by other training or practical experience in the field of stormwater
pollution prevention and erosion and sedimentation control.
13. "Small Construction Activity" means construction activity that results in the
disturbance of equal to or greater than one (1) acre and less than five (5) acres of total land area.
Small construction activity also includes the disturbance of less than one acre of total land area that
is part of a larger common plan of development or sale that will ultimately disturb equal to or
greater than one acre and less than five acres.
14. "stormwater" means the flow of water which results from, and which occurs
immediately following, a rainfall event.
15. "stormwater discharge associated with construction activity" means the discharge of
stormwater from large or small construction activities, including areas where soil disturbing
activites; construction materials handling or storage; or, equipment storage or maintenance are
located.
16. "Surface Waters of the State" means those surface waters that are defined in section
403.031, F. S.
17. "Water Management District" or "WMD" means the Northwest Florida Water
Management District, the Suwannee River Water Management District, the St. Johns River Water
Management District, the Southwest Florida Water Management District, or the South Florida
Water Management District.
Part III. Notice of Intent Requirements
A. Deadlines for Notification.
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
4
I . Operators seeking coverage under this generic permit to authorize stormwater
discharge associated with construction activity for new large or small construction activities, for
which commencement of construction begins after the effective date of this permit, shall file an
NOf for coverage under this permit at least two (2) days before commencement of construction.
2. Operators of small construction activity, where commencement of construction
occurred prior to the effective date of this permit, seeking coverage under this permit to authorize
stormwater discharge associated with construction activity after the effective date of this permit
shall file an NOI for coverage within 31 days of the effective date of this permit.
3. Permittees that previously obtained coverage under the State of Florida Generic
Permit for Construction Activities That Disturb Five or More Acres of Land, issued and effective
October 22, 2000, for large construction activity shall remain covered under that generic permit
until permit coverage is terminated, revoked, or the permittee's five year term of coverage expires.
Permittees covered under the October 2000 generic permit indicated above that.will have
stormwater discharge associated with construction activity beyond their initial five year term of
coverage under the October 2000 generic permit shall submit an NOI for coverage under this
generic permit at least two (2) days before expiration of coverage under the October 2000 generic
permit. '
4. For construction activities where the operator changes, the new operator shall file an
NOf for coverage under this permit at least two (2) days before assuming control of the project and
the previous operator shall file an NOT to terminate permit coverage in accordance with Part VIII
of this permit.
B. Contents of Notice of Intent.
1. In order to obtain coverage under this permit, an operator of the stormwater
discharge associated with construction activity shall submit a completed Notice of Intent to Use
Generic Permit for stormwater Discharge from Large and Small Construction Activites, DEP Form
62-621.300(4)(b), effective May I, 2003, including the applicable permit processing fee as
specified in Rule 62-4.050(4)(d}, F.A.C. By completing, signing, and submitting an NO[, the
operator is certifying that they meet all eligibility requirements of this permit and are informing the
Department of their intent to be covered by, and comply with, the terms and conditions of this
generic permit. The Notice of Intent shall be signed in accordance with Part VII.C. of this permit
by the operator.
C. Where to Submit.
NOIs are to be submitted to the following address:
NPDES stormwater Notices Center, MS# 2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
2. A copy of the NOI or letter from DEP confirming coverage under this generic
permit shall be posted at the construction site in a prominent place for public viewing (such as
alongside a building permit).
D. Additional Notification.
1. Projects that discharge stormwater associated with construction activity to a
municipal separate stormwater system (MS4) shall submit a copy of the NOI to the operator of the
MS4.
E. Period of Coverage
I . Coverage under this generic permit is effective two (2) days after the date of
submittal of a complete NOI to the .Department.
2. Coverage under this generic permit is limited to a term not to exceed five years from
the effective date of coverage.
F. Permit Coverage Renewal
I . If the project will continue to have stormwater discharge associated with
construction activity beyond the initial five year term of coverage, the operator shall submit a new
NOI at least two (2) days before expiration of the current term of coverage under this permit.
Part IV. Special Conditions, Management Practices, and Other Non-numeric Limitations
A. Prohibition on Non-stormwater Discharges.
I. Except as provided in paragraphs I.B.2. and IV.A.3., all discharges covered by this
permit shall be composed entirely of stormwater associated with construction activity.
2. Except as specified in IV.A.3. below, discharges of material other than stormwater
associated with construction activity must be in compliance with a Department permit (other than
this permit) issued for the discharge, or be exempt therefrom.
3. The following non-stormwater discharges may be authorized by this permit
provided the non-stormwater component of the discharge is in compliance with paragraph V.D.S.:
discharges from fire fighting activities; fire hydrant flushings; waters used to spray off loose solids
from vehicles (wastewaters from a more thorough cleaning, including the use of detergents or other
cleaners is not authorized by this part) or control dust in accordance with Part V.D.2.c.(2); potable
water sources including waterline flushings; irrigation drainage; routine external building
washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or
hazardous materials have not occurred (unless all spilled material has been removed) and where
detergents are not used; air conditioning condensate; springs; and foundation or footing drains
where flows are not contaminated with process materials such as solvents.
4. Discharges resulting from ground water dewatering activities at construction sites
are not covered by this permit. Applicants for these discharges must obtain coverage under the
Department's Generic Permit for the Discharge of Produced Ground Water from any Non-
contaminated Site Activity pursuant to Rule 62-621.300(2), F.A.C.
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
6
B. Releases in Excess of Reportable Quantities.
I . The discharge of hazardous substances or oil in the stormwater discharge(s) from a
facility or activity shall be prevented or minimized in accordance with the applicable stormwater
pollution prevention plan for the facility or activity. This permit does not relieve the operator of
the reporting requirements of 40 CFR part 117 and 40 CFR part 302. Where a release containing a
hazardous substance in an amount equal to or in excess of a reporting quantity established under
either 40 CFR 117 or 40 CFR 302, occurs during a 24 hour period:
a. The operator is required to notify the State Warning Point (800-320-0519 or 850-
413-991 I) as soon as he or she has knowledge of the discharge;
b. The operator shall submit within 14 calendar days of knowledge of the release a
written description of: the release (including the type and estimate of the amount of material
released), the date that such release occurred, the circumstances leading to the release, and
remedial steps to be taken, to the Florida Department of Environmental Protection, NPDES
stormwater Section, Mail Station 2500, 2600 Blair Stone Road, Tallahassee, Florida 32399-2400;
and
c. The stormwater pollution prevention plan required under Part V of this permit must
be modified within 14 calendar days of knowledge of the release to: provide a description of the
release, the circumstances leading to the release, and the date of the release. In addition, the plan
must be reviewed to identify measures to prevent the reoccurrence of such releases and to respond
to such releases, and the plan must be modified where appropriate.
2. This permit does not authorize the discharge of hazardous substances or oil resulting
from an on-site spill.
Part V, stormwater Pollution Prevention Plan
A. A stormwater pollution prevention plan shall be developed and implemented for each
construction site covered by this permit. stormwater pollution prevention plans shall be prepared
in accordance with good engineering practices. Equivalent erosion and sediment control plans
prepared as a permit requirement under Part [V, Chapter 373, F.S., or Chapter 62-25, F.A.C., may
serve as the pollution prevention plan provided all of the elements of this section are included in
such an alternative plan. The plan shall identify potential sources of pollution that may reasonably
be expected to affect the quality of stormwater discharge associated with construction activity. In
addition, the plan shall describe and ensure the implementation of best management practices
which will be used to reduce the pollutants in stormwater discharge associated with construction
activity and to assure compliance with the terms and conditions of this permit. Facilities must
implement the provisions of the stormwater pollution prevention plan required under this part as a
condition of this permit. Failure to develop and implement a stormwater pollution prevention plan
in accordance with the requirements of this part shall be deemed a violation of this permit and may
result in enforcement action.
B. Deadlines for Plan Preparation and Compliance.
I. The pollution prevention plan shall:
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
a. Be completed (including certification by the operator in accordance with Part
VII.C.) prior to the submittal of an NO[ to be covered under this permit and updated as appropriate;
b. The plan shall provide for compliance with the terms and schedule of the plan
beginning with the initiation of construction activities.
C. Keeping Plans Current.
1. The permittee shall amend the plan whenever there is a change in design,
construction, operation, or maintenance, which has a significant effect on the potential for the
discharge of pollutants to surface waters of the State or an MS4, including the addition of or
change in location of stormwater discharge points, and which has not otherwise been addressed in
the plan. The permittee also shall amend the plan if it proves to be ineffective in eliminating or
significantly minimizing pollutants from sources identified under Part V.D. I. of this permit, or in
otherwise achieving the general objectives of controlling pollutants in stormwater discharge
associated with construction activity. in addition, the plan shall be amended to identify any new
contractor and/or subcontractor that will implement a measure of the stormwater pollution
prevention plan (see Part V.D.6.). Amendments to the plan shall be prepared, signed, dated, and
kept as attachments to the original plan.
D. Contents of Plan.
1. Site Description. Each plan shall provide a description of pollutant sources and
other information as indicated:
a. A description of the nature of the construction activity;
b. A description of the intended sequence of major activities which disturb soils for
major portions of the site (e.g. grubbing, excavation, grading);
c. Estimates of the total area of the site and the total area of the site that is expected to
be disturbed by excavation, grading, or other construction activities;
d. Existing data describing the soil or the quality of any discharge from the site and an
estimate of the size of the drainage area for each discharge point;
e. A site map indicating drainage patterns and approximate slopes anticipated after
major grading activities, areas of soil disturbance, an outline of areas which may not be disturbed,
the location of major structural and nonstructural controls identified in the plan, the location of
areas where stabilization practices are expected to occur, surface waters, wetlands, and locations
where stormwater is discharged to a surface water or MS4; and,
f. The latitude and longitude of each discharge point and the name of the receiving
water(s) for each discharge point.
2. Controls. Each plan shall include a description of appropriate controls, BMPs, and
measures that will be implemented at the construction site. The plan shall clearly describe for each
major activity identified in Part V.D.I.b. appropriate control measures and the timing during the
construction process that the measures will be implemented. For example, perimeter controls for
one portion of the site wit) be installed after the clearing and grubbing necessary for installation of
the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter
controls shall be actively maintained until final stabilization of those portions of the site upward of
the perimeter control. Temporary perimeter controls shall be removed after final stabilization. All
controls shall be consistent with the performance standards for erosion and sediment control and
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
8
stormwater treatment as set forth in Rule 62-40.432, F.A.C., the applicable stormwater or
environmental resource permitting requirements of the DEP or appropriate WMD, and the
guidelines contained in the Florida Development Manual: A Guide to Sound Land and Water
Management (DEP, 1988) and any subsequent amendments.
a. Erosion and Sediment Controls.
(I) Stabilization Practices. Each plan shall provide a description of interim and
permanent stabilization practices, including site-specific scheduling of the implementation of the
practices. Site plans should ensure that existing vegetation is preserved where attainable and that
disturbed portions of the site are stabilized. Stabilization practices may include: temporary
seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips,
protection of trees, preservation of mature vegetation, and other appropriate measures. A record of
the dates when major grading activities occur, when construction activities temporarily or
permanently cease on a portion of the site and when stabilization measures are initiated shall be
included in the plan. Stabilization measures shall be initiated as soon as practicable, but in no case
more than 7 days, in portions of the site where construction activities have temporarily or
permanently ceased.
(2) Structural Practices. Each plan shall include a description of structural practices, to
divert flows from exposed soils, store flows, retain sediment on-site, or otherwise limit runoff and
the discharge of pollutants from exposed areas of the site. Such practices may include silt fences,
earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains,
level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining
systems, gabions, coagulating agents and temporary or permanent sediment basins. Structural
BMPs shall be placed on upland soils unless a State of Florida wetland resource management
permit or environmental resource permit issued pursuant to Chapter 373, F.S., and applicable
regulations of the DEP or WMD authorize otherwise.
(3) Sediment Basins.
(a) For drainage basins with 10 or more disturbed acres at one time, a temporary (or
permanent) sediment basin providing 3,600 cubic feet of storage per acre drained, or equivalent
control measures, shall be provided where attainable until final stabilization of the site. The 3,600
cubic feet of storage area per acre drained does not apply to flows from offsite areas and flows
from onsite areas that are either undisturbed or have undergone final stabilization where such flows
are diverted around both the disturbed area and the sediment basin. For drainage basins with 10 or
more disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet
of storage per acre drained, or equivalent controls is not attainable, a combination of smaller
sediment basins and/or sediment traps and other BMPs should be used. At a minimum, silt fences,
or equivalent sediment controls are required for all sideslope and downslope boundaries of the
construction area.
(b) For drainage basins of less than I 0 acres, sediment basins and/or sediment traps are
recommended but not required. At a minimum, silt fences or equivalent sediment controls are
required for all sideslope and downslope boundaries of the construction area.
(c) Areas that will be used for permanent stormwater infiltration treatment (e.g.,
stormwater retention ponds) should not be used for temporary sediment basins unless appropriate
measures are taken to assure removal of accumulated fine sediments, which may cause premature
clogging and loss of infiltration capacity, and to avoid excessive compaction of soils by
construction machinery or equipment.
b. Permanent Stormwater Management Controls.
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
9
Each plan shall include a description of stormwater management controls or BMPs (e.g.,
stormwater detention or retention systems, vegetated swales, velocity dissipation devices at
discharge points) that will be installed during the construction process to control pollutants in
stormwater discharges that will occur during construction and after construction operations have
been completed. This generic permit only addresses the installation of stormwater management
controls and not the ultimate operation and maintenance of such controls after the construction
activities have been completed and the site has undergone final stabilization. Under this generic
permit, permittees are only responsible for the installation and maintenance of stormwater
management BMPs prior to final stabilization of the site, and are not responsible for maintenance
after stormwater discharges associated with construction activity have been eliminated from the
site. However, all stormwater management systems and BMPs shall be operated and maintained in
perpetuity after final stabilization in accordance with requirements set forth in the State of Florida
stormwater or environmental resource permit issued under Chapter 62-25, F.A.C., or Part IV,
Chapter 373, F.S.
c. Controls for Other Potential Pollutants.
(I) Waste Disposal. The plan shall assure that waste, such as discarded building
materials, chemicals, litter, and sanitary waste are properly controlled in accordance with all
applicable state, local, and federal regulations. This permit does not authorize the discharge of
solid materials, including building materials, to surface waters of the State or an MS4.
(2) The plan shall assure that off-site vehicle tracking of sediments and the generation
of dust is minimized.
(3) The plan shall be consistent with applicable State and local waste disposal, sanitary
sewer or septic system regulations.
(4) The plan shall address the proper application rates and methods for the use of
fertilizers, herbicides and pesticides at the construction site and set forth how these procedures will
be implemented and enforced. Nutrients shall be applied only at rates necessary to establish and
maintain vegetation.
(5) The plan shall ensure that the application, generation, and migration of toxic
substances is limited and that toxic materials are properly stored and disposed.
3. Maintenance. The plan shall include a description of procedures that will be
followed to ensure the timely.maintenance of vegetation, erosion and sediment controls,
stormwater management practices, and other protective measures and BMPs so they will remain in
good and effective operating condition.
4. Inspections. A qualified inspector (provided by the operator) shall inspect all points
of discharge into surface waters of the State or an MS4; disturbed areas of the construction site that
have not been finally stabilized; areas used for storage of materials that are exposed to
precipitation; structural controls; and, locations where vehicles enter or exit the site, at least once
every seven calendar days and within 24 hours of the end of a storm that is 0.50 inches or greater as
follows:
a. Disturbed areas and areas used for storage of materials that are exposed to
precipitation shall be inspected for evidence of, or the potential for, pollutants entering the
stormwater system. The stormwater management system and erosion and sediment control
measures identified in the plan shall be observed to ensure that they are operating correctly.
Discharge locations or points shall be inspected to ascertain whether erosion and sediment control
and stormwater treatment measures are effective in preventing or minimizing the discharge of
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
10
pollutants, including retaining sediment onsite pursuant to Rule 62-40.432, F.A.C. Locations
where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking.
b. Based on the results of the inspection, all maintenance operations needed to assure
proper operation of al I controls, BMPs, practices, or measures identified in the stormwater
pollution prevention plan shall be done in a timely manner, but in no case later than 7 calendar
days following the inspection. If needed, pollution prevention controls, BMPs, and measures
identified in the plan shall be revised as appropriate, but in no case later than 7 calendar days
following the inspection. Such modifications shall provide for timely implementation of any
changes to the plan within 7 calendar days following the inspection.
c. A report summarizing the scope of the inspection; name(s) and qualifications of
personnel making the inspection; the date(s) of the inspection; rainfall data; major observations
relating to the implementation of the stormwater pollution prevention plan; and actions taken in
accordance with paragraph V.D.4.b. of this permit, shall be made and retained, in accordance with
Part VI of this permit, as part ofthe stormwater pollution prevention plan. Such reports shall
identify any incidents ofnon-compliance. Where a report does not identify any incidents of non-
compliance, the report shall contain a certification that the facility is in compliance with the
stormwater pollution prevention plan and this permit. The report shall be signed in accordance
with Part VII.C of this permit.
5. Non-Stormwater Discharees. Except for flows from fire fighting activities, sources
ofnon-stormwater listed in Part IV.A.3 of this permit that are combined with stormwater
discharges associated with construction activity must be identified in the plan. The plan shall
identify and ensure the implementation of appropriate pollution prevention and treatment measures
for the non-stormwater component(s) of the discharge.
6. Contractor/Subcontractor Certification.
a. The stormwater pollution prevention plan must clearly identify, for each measure
identified in the plan, the contractor(s) and/or subcontractor(s) that will implement the measure.
All contractors and subcontractors identified in the plan must sign a copy of the certification
statement in Part V.D.6.b. of this permit. All certifications must be included in the stormwater
pollution prevention plan.
b. Certification Statement for Contractors/Subcontractors. All contractors and
subcontractors identified in a stormwater pollution prevention plan in accordance with Part
V.D.6.a. of this permit shall sign a copy of the fol (owing certification statement before conducting
any activities at the site:
"I certify under penalty of law that I understand, and shall comply with, the terms and conditions of
the State of Florida Generic Permit for stormwater Discharge from Large and Small Construction
Activities and this stormwater Pollution Prevention Plan prepared thereunder."
The certification must include the name and title of the person providing the signature in
accordance with Part VII.C of this permit; the name, address and telephone number of the
contracting firm; and the date the certification is made.
Part VI. Retention of Records
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
A. The permittee shall retain copies of stormwater pollution prevention plans and all reports
required by this permit, and records of all data used to complete the Notice of Intent to be covered
by this permit, for a period of at least three years from the date that the site is finally stabilized.
B. The permittee shall retain a copy of the stormwater pollution prevention plan and all reports,
records and documentation required by this permit at the construction site, or an appropriate
alternative location as specified in the NOI, from the date of project initiation to the date of final
stabilization.
Part VII. Standard Permit Conditions
A. Any permit noncompliance constitutes a violation of Section 403.0885, F. S. and is grounds for
enforcement action; for permit coverage termination, or revocation; or for denial of permit
coverage renewal
B. All of the general conditions listed in Rule 62-621.250, F.A.C., are adopted herein by reference.
C. Signatory Requirements.
l . All Notices of Intent, Notices of Termination, stormwater pollution prevention
plans, reports, certifications or information either submitted to the Department or the operator of a
municipal separate storm sewer system, or that this permit requires be maintained by the permittee,
shall be signed as set forth in Rule 62-620.305, F.A.C.
2. Inspection reports prepared pursuant to Part V.D.4.c. of this permit shall be signed
by the qualified inspector that prepared them as well as by a responsible authority for the operator
as specified in Part VII.C.1. above.
3. Any person signing documents under this permit, except contractor/subcontractor
certifications under Part V.D.6., shall make the following 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."
Part VIII. Termination of Coverage
A. Notice of Termination.
1. Where a site has been finally stabilized (see Part II for the definition of final
stabilization) and all stormwater discharges authorized by this permit are eliminated, the permittee
shall submit a completed Notice of Termination (DEP Form 62-621.300(6)), signed in accordance
DEP Document No. 62-62 (.300(4)(a)
Effective May I, 2003
12
with Part VII.C. of this permit, within 14 days of final stabilization of the site to terminate coverage
under this permit.
2. Elimination of stormwater discharges associated with construction activity means
that all disturbed soils at the site have been finally stabilized and temporary erosion and sediment
control measures have been removed or will be removed at an appropriate time, or that all
stormwater discharges associated with construction activity from the site that are authorized by this
generic permit have otherwise been eliminated.
3. For construction activities where the operator changes, the e;cisting operator shall
file an NOT in accordance with this Part within 14 days of relinquishing control of the project to a
new operator.
B. Where to Submit.
A permittee shall submit a Notice of Termination to the following address:
NPDES stormwater Notices Center, MS# 2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
2. Projects that discharged stormwater associated with construction activity to a
municipal separate storm sewer system (MS4) shall submit a copy of the NOT to the operator of
the MS4.
DEA Document No. 62-621.300(4)(a)
Effective May 1, 2003
l3
. _. .. ..... TY .~,. ~
' J "p
ACORD ti. -. .N~
'`•
- ~ I ., -
_. ;; _ "~
"" DATE M% D% YYYY) `
,.,~, / a o7 i3 zoo? '
PRODUCER
Aon Risk Services, Inc. of Massachusetts THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA"PION ONLY
99 High Street AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
Boston MA 02110 USA CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE
COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE NAIC #
PHOnE~ 866 283-7122 FAX- 847 953-5390
INSURED INSURER A: American Home Assurance Co. 19380
The Middlesex Corporation INSUURB: National Union Fire Ins Co of Pittsbur
h 19445
one Spectacle Pond Road g
Littleton MA 01460 USA
INSURERC
INSURL•R D:
INSURER E:
I , ~ .. ; ~~: ~+1~-~ = "-'~„-J~:s: ~. `-"E"' x y: + •`~„ ~ a ''i'~"3 = ar.; ~=~ : ; r _
~e I~-I
THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD RJDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT- TO WHICH TWS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE UM[TS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
INS
TYPE OF INSURANCE
POLICY NUhIBER POLICY EFFECTIV POLICY EXPIRATION
LIMITS
DATE(MM1DD\YY) DATE(MM1DD\Y Y)
A EItALLIABILITY cL1796267 12/31/06 12/31/07 EACH000URAENCC 52,000,000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED E1, 000, O00
CWMS MADE ® OCCUR
PREMISES (Ea occurrence)
v one oersonl
PERS ONAL Bc ADV INIURY 52
000
000
,
,
GENERAL AGGREGATE 34, 000, 000
GEN'L AGGRL•GATE LIMIT APPLIES PER:
POLICY PRO-
^ ® X^ LOC PRODUCTS-COMP/OPAGG S4,000,OOO
JECT
A AUTOMOBILE LIABILITY CA8262582 12/31/06 12/31/07
COMBINED SINGLL• LIMIT
ANY AUTO (Ea aecideni) 51, 000, 000
ALL OWNED AUTOS
BODILY INJURY
SCHEDULED AUTOS (per Person)
HIRL•D AUTOS
BODILY INJURY
NON OWNED AUTOS (Pcr accidcni)
Coll 0!d SS00 PROPERTY DAMAGE
Como Ded 5500 (Per ncddcm)
GAR.\GE LIABILITY
AUTO ONLY - GA ACCIDENT
ANY AUTO
OTHER THAN EA ACC
AUTO ONLY
aGG
B EXCESS /UMBRELLA LIABILITY BE6799663 12/31/06 1 07 EACH OCCURRL-NCE , ,
OCCUR ^ CLAIMS MADE AGGRL•GATG SS,000, OOO
DEDUCTIBLE
®
RL-TCNTION 510,000
A WORKERS COMPENSATION AIYD WC X WC STATU- OTH•
EMPLOYERS' LIABILITY O IT
ANY PROPRIL•TOR /PARTNER / EXECUTIVE C•.L. EACH ACCIDENT S 2 , 000 , O00
OFFICER/MEMHER BXCLUDCD:' E.L. DISEASE-EA EMPLOYEE S2 , 000, OOO
I(yes, Jesaibe under SPECIAL PROVISIONS E.L. DISEASE-POLICY LIMIT 52,000,000 ~
below ^
OTHER ~
~
yy
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIDNS 7
RE: Milling and Resurfacingg 5R 528 (eeachline) Mai
Fi
i
l nline and Ramps MP 0.000-MP 3.954 in Orange County, FL;
nanc
a
No: 422264-1-52-01, Federal ]ob No: N/A; Contract No.: E8124. Florida Department of Transportation, ~
Turnpike Enterprise is listed as Additional insured
ith
w
respects to General Liability. ~
I~ - ~ -...;t- ,,
Florida Department of TranSPOrtatl On N
Turnpike Enterprise SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO
~
DATE THL-REOF
THE
SSU
Attn: Richard M. Nethe rcote, Jr ,
I
ING INSURER WILL ENDEAVOR TO MAIL ~
70 DAYS WRITTEV NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ~
'
MP 263, Bld 5315; Turke Lake Plaza
g' y BUl
FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY
D
Ocoee FL 34761 USA KIN
UPON THE INSURER, ITS AGENTS OR REPRES ATIV
~
AUTHORIZED RL•PRESENTATI VE r
.~ ~ ~
L
d
w
c
~_
L
d
O
x
~D
f`
N
Q1
rn
N
O
O
n
O
z
a+
R
t:,
.~
U
it
,~,1
3a
Project:
Engineer's File No
BID No:
Contractor:
Contract Date:
Application Date
1. Original Contract
2. Net Change Orders:
APPLICATION FOR PAYMENT
Project Number:
Payment Request No.:
P.O. Number:
Account No.:
Completion Date
Period To:
3. Current Contract Total:
(Total of Lines 1 and 2)
4. Total Earned to Date:
(Total Amount Billed to Date)
5. 10% Retained:
(Percentage of Line 4)
STATEMENT OF WORK
6. Total Earned less Retained
(Line 4 minus Line 5)
7. Less Previous Payments
8. Current Payment Due:
(Line 6 minus Line 7)
9 Balance to Finish
(Line 3 Minus Line 4)
Payment of the amount requested is approved:
by
City Engineer
by ,
Capital Projects Coordinator
by
Director, Utilities /Public Works Department
by
City Manager
Date
Date
Date
Date
CONTRACTOR'S PARTIAL RELEASE OF LIEN FORM
KNOW ALL MEN BY THESE PRESENTS, that the undersigned,
in consideration of partial payment in the sum of $ ,receipt whereof is hereby
acknowledged, and other valuable considerations and benefits to the undersigned accruing, do
hereby waive, release and quit claim all liens, lien rights, claims or demands of every kind
whatsoever which the undersigned now has, or may hereafter have, against that certain real
estate and the improvements thereof, situated in Seminole County, Florida, and described as
Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City of Winter Springs Annual
Resurfacing Program, on account of work and labor performed, and/or materials furnished in, to,
or about the construction of any building or buildings situated thereon, or in improving said
property above described, or any part thereof.
It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien
which the undersigned has against the premises described herein, only to the extent of the
payments specified and only for materials furnished or work done up until (but
not releasing or waiving charges for changes, additions, or extras), the undersigned warrants
that no assignment of said liens or claims, nor the right to perfect a lien against said real estate,
by virtue of the accrual of said payment, has or will be made, and that the undersigned has the
right to execute this Partial Waiver and Release, and that all laborers employed by the
undersigned, and all bills for materials and supplies furnished by others to the undersigned in
connection with the construction of improvements upon the aforesaid premises, to the extent of
the payment herein referred to, have been fully paid.
IN WITNESS WHEREOF, I/we have executed this instrument under seal this day of
Authorized Representative (Signature)
Printed Name and Title
(SEAL)
ATTEST:
By
By
Date
Date
END OF SECTION
CONTRACTOR'S RELEASE OF LIEN FORM
Before me, the undersigned authority in said County and State,
appeared who, being first duly sworn, deposes and says that
he is of a company
and/or corporation authorized to do business under the laws of Florida, which is the contractor
on the Project known as Winter Springs Boulevard Reconstruction Phases 2 and 3 and the City
of Winter Springs Annual Resurfacing Program located in Seminole County, Florida, with the
City of Winter Springs, Florida dated the day of 1, 2008, that
the said deponent is duly authorized to make this affidavit by resolution of the Board of Directors
of said company and/or corporation; that deponent knows of his own knowledge that said
contract has been complied with in every particular by said contractor and that all parts of the
work have been approved by the Owner's Landscape Architects; that there are no bills
remaining unpaid for labor, material, or otherwise, in connection with said contract and work,
and that there are no suits pending against the undersigned as contractor or anyone in
connection with the work done and materials furnished or otherwise under said contract.
Deponent further says that the final. estimate which has been submitted to the Owner
simultaneously with the making of this affidavit constitutes all claims and demands against the
Owner on account of said contract or otherwise, and the acceptance of the sum specified in said
final estimate will operate as a full and final release and discharge of the Owner from any further
claims, demands or compensation by contractor under the above contract. Deponent further
agrees that all guarantees under this contract shall and be in full force from the date of this
release as spelled out in the Contract Documents.
Sworn to and subscribed to before me this day of , 20
Notary Public
My Commission Expires:
We, the having heretofore executed a performance bond for the
above-named contractor covering project and section as described above in the sum of
dollars $( ), hereby agree that the
Owner may make full payment of the final estimate, including the retained percentage, to said
contractor.
It is fully understood that the granting of the right to the Owner to make payment of the final
estimate to said contractor and/or his assigns, shall in no way relieve this surety company of its
obligations under its bond, as set forth in the specifications, contract and bond pertaining to the
above project.
00645-0
IN WITNESS WHEREOF, the has caused this instrument
to be executed on its behalf by its and/or its duly authorized
attorney in fact, and its corporate seal to be hereunto affixed, all on this day of
A. D.
Surety Company
Attorney in Fact
(Power of Attorney must be attached if executed by Attorney in Fact)
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this Day of
20 by
(Name of Person Acknowledged) who is personally known to me or has produced
(Type of Identification) as identification and who did (did not) take
an oath.
Signature of Person Taking
Acknowledgement
Name of Acknowledger
(Typed, Printed, or Stamped)
Title
Serial No. (if any)
IN WITNESS WHEREOF, I have hereunto set my hand and official seal at
this day of ,
END OF SECTION
00645-1