HomeMy WebLinkAbout2008-354BSECTION 00942 = Change Order Form
DATE OF ISSUANCE:
OWNER: Indian River County
CONTRACTOR
Bid No:2008080
Project: 12�Street Sidewalk from 43rd Ave to 27th Ave.
OWNER's Contract No. 2008080
ENGINEER Indian River County
No.
EFFECTIVE DATE:
ENGINEER's Contract No. 0604
You are directed to make the following changes in the Contract Documents:
Description:
Reason for Change Order:
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE:
Description
Amount
Original Contract Price
$
Net Increase (Decrease) from
$
previous Change Orders No.
Completion:
to
Final
Contract Price prior to this
$
Change Order:
Net increase (decrease) of this
$
Change Order:
Substantial
Contract Price with all approved
$
Change Orders:
Completion:
ACCEPTED:
By:
CONTRACTOR (Signature
Date:
CHANGE IN CONTRACT TIMES
-Description
Time
Original Contract Time:
(days or dates)
Substantial
Completion:
Final
Completion:
Net change from previous Change
Orders No. to
(days)
Substantial
Completion:
Final
Completion:
Contract Time prior to
this Change
Order:
(days or dates)
Substantial
Completion:
Final
Completion:
Net increase (decrease) this
Change Order:
(days or dates)
Substantial
Completion:
Final
Completion:
Contract Time with all
approved
Change Orders:
(days or dates)
Substantial
Completion:
Final
Completion:
RECOMMENDED:
By:
ENGINEER (Signature)
Date:
APPROVED:
By:
ER (Signature)
Date:
00942 - Change Order Form
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SECTION 00001 STANDARD SPECIFICATIONS
All work of this Contract shall conform to the applicable technical specifications of Florida
Department of Transportation Standard Specifications for Road and Bridge Construction,
2007, Special Provisions and addenda thereto, except as modified and supplemented
hereinafter. Reference to Article numbers herein -after apply to the FDOT Standard
Specifications, and reference in FDOT Standard Specifications to Department shall be
taken as the Owner or its appointed Representative. Wherever the Specifications,
Supplemental, etc. may refer to the "Owner", "Department", "State of Florida Department
of Transportation", or words relating to offices of State Government, such words shall be
taken as meaning Owner or Indian River County, Florida. Wherever the word "Owner's
Engineer", "District Engineer", "Engineer", "Project Engineer", etc., it shall be taken to
mean the Registered Professional Project Engineer of Indian River County, Florida Public
Works Department, Engineering Division acting directly or through duly authorized
representatives. Wherever the word Resident Engineer appears, it shall be taken to mean
an authorized representative of the Owner's Engineer on the Project (Resident
Construction Inspector) who will act as an agent for Indian River County, assigned to
observe the progress quantity and quality of the work.
SECTION 00004 SCOPE OF WORK
Section 4-3.9 Value Engineering Incentive is deleted in its entirety.
SECTION 00102 MAINTENANCE OF TRAFFIC
A. GENERAL PROVISIONS -DESCRIPTION: The work specified in this Section
consists of maintaining traffic within the limits of the project for the duration of the
construction period, including any temporary suspensions of the work. It shall
include the construction and maintenance of any necessary detour facilities; the
providing of necessary facilities for access to residences, businesses, etc., along
the project; the furnishing, installing and maintaining of traffic control and safety
devices during construction, the control of dust through the use of calcium chloride if
necessary, and any other special requirements for safe and expeditious movement
of traffic as may be called for on the plans. The term, Maintenance of Traffic, as
used herein, shall include all of such facilities, devices and operations as are
required for the safety and convenience of the public as well as for minimizing
public nuisance; all as specified in this Itemized Section 14 of these provisions and
Paragraph 24 in General Conditions Section,
Be BEGINNING DATE OF CONTRACTOR'S RESPONSIBILITY: The Contractor shall
present his Maintenance of Traffic Plan at the pre -construction conference. The
Maintenance of Traffic Plan shall indicate the type and location of all signs, lights,
barricades, striping and barriers to be used for the safe passage of pedestrians and
vehicular traffic through the project and for the protection of the workmen. The plan
will indicate conditions and setups for each phase of the Contractor's activities.
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When the project plans include or specify a specific Maintenance of Traffic Plan,
alternate proposals will be considered when they are found to be equal to or better
than the plan specified.
In no case may the Contractor begin work until the Maintenance of Traffic Plan has
been approved in writing by the Engineer. Modifications to the Maintenance of
Traffic Plan that become necessary shall also be approved in writing. Except in an
emergency, no changes to the approved plan will be allowed until approval to
change such plan has been received.
The cost of all work included in the Maintenance of Traffic Plan shall be included in
the pay item for Maintenance of Traffic.
The Contractor shall be responsible for performing daily inspections, including
weekends and holidays, with some inspections at nighttime, of the installations on
the project and replace all equipment and devices not conforming with the approved
standards during that inspection. The project personnel will be advised of the
schedule of these inspections and be given the opportunity to join in the inspection
as is deemed necessary.
C. TRAFFIC CONTROL - STANDARDS: The FDOT Design Standards For Design,
Construction Maintenance and Utility Operations On The State Highway System,
Edition as dated on the plans set forth the basic principles and prescribes minimum
standards to be followed in the design, application, installation, maintenance and
removal of all traffic control devices and all warning devices and barriers which are
necessary to protect the public and workmen from hazards within the project limits.
The standards established in the aforementioned manual constitute the minimum
requirements for normal conditions, and additional traffic control devices warning
devices, barriers or other safety devices will be required where unusual, complex or
particularly hazardous conditions exist.
The above referenced standards were developed using F.H.W.A., U.S.D.O.T.
Manual on Uniform Traffic Control Devices (MUTCD).
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D. TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS -
INSTALLATION: The responsibility for installation and maintenance of adequate
traffic control devices, warning devices and barriers, for the protection of the travel
in public and workmen, as well as to safeguard the work area in general shall rest
with the Contractor. Consideration shall be given to recommendations of the
Engineer. The required traffic control devices, warning devices and barriers shall
be erected by the Contractor prior to creation of any hazardous condition and in
conjunction with any necessary re-routing of traffic. The Contractor shall
immediately remove, turn or cover any devices or barriers which do not apply to
existing conditions. All traffic control devices shall conform to MUTCD standards
and shall be clean and relatively undamaged. Damaged devices diminishing
legibility and recognition, during either night or day conditions, are not acceptable
for use.
E. NO WAIVER OF LIABILITY: The Contractor shall conduct his operations in such a
manner that no undue hazard will result due to the requirements of this article, and
the procedures and policies described therein shall in no way act as a waiver of
any of the terms of the liability of the Contractor or his surety.
F. Non -Compliance: Should the Owner or Engineer determine that traffic within the
project is not being maintained in accordance with the approved traffic control plan
or presents a public safety concern, the contractor shall have until the end of the
working day, in which notification is given, to take action to modify the maintenance
of traffic. Should the contractor fail to make such modification the Owner shall
have the option to fine the Contractor $400 per day until remedied.
G. Contractor's Maintenance of Traffic Plan shall maintain two-way vehicular traffic on
12th Street and all intersecting streets at all times. Owner shall have option to fine
the Contractor $1,000.00 per day for Maintenance of Traffic Plan non-compliance.
Item of Payment
Payment for the work specified in this item shall be made under:
A. Bid Item No. 102 - Maintenance of Traffic - Lump Sum
ECTION 00104
WATER
ON
CONTROL
1.1 The Contractor shall install erosion and water pollution control methods in accordance
with FDOT Index 100, 102, 103 and 104, Standard Specifications Section 104, and all
permit requirements. The Contractor is responsible for meeting appropriate federal,
state, and local regulations and water quality standards, such as turbidity. All
disturbed areas will be replanted with approved vegetation cover (either final or
temporary) within 30 days of final grading.
GENERAL PROVISIONS
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A. Preconstruction Conference: At the preconstruction conference the Contractor
shall present, in written form, his plans and schedules for prevention, control, and
abatement of erosion and water pollution.
B. Canals: Floating turbidity barriers shall be installed in all permanent water course
in a manner so as not to act as a dam. Barriers shall be located at distance of no
greater than 25 feet downstream from the last point of construction.
C. Silt Fences: Silt fences shall be installed to prevent silt and erosion from leaving
the project limits particularly adjacent to wetlands, roadside ditches or existing
bodies of water.
D. Storm Sewer System: The Contractor shall protect the storm sewer system from
erosion and sedimentation during construction. This may include the use of baled
hay, silt fences or any other method approved by the Engineer. All such costs
associated with this shall be included in the lump sump amount for erosion and
water pollution control. Should any constructed item be damaged due to erosion
or sedimentation, the Contractor shall repair or replace the item with no additional
compensation. All new and existing (where called for) storm sewer pipes shall be
clean and free from silt prior to final acceptance.
E. Permits to be Obtained by Contractor:
1. The OWNER has obtained certain permits for this project and they are listed
in paragraph SC -6.08 of the Supplementary Conditions. Per paragraph SC -
6.08.0 of the Supplementary Conditions, the CONTRACTOR shall apply for,
obtain, and pay for all other required permits and licenses. This may
include but not be limited to:
a. Long-term or short-term dewatering permit as required by the
St. Johns River Water Management District (SJRWMD).
Contact SJRWMD at (321) 9844940 to determine which
permit is required and the associated statutory requirements;
b. Florida Department of Environmental Protection (FDEP)
"Notice of Intent to Use Generic Permit for Stormwater
Discharge From Construction Activities That Disturb one or
More Acres of Land and Contributes stormwater discharges to
surface waters of the State or into a municipal separate storm
sewer system (MS4) permit application form. Contact FDEP
at (407) 894-7555 or (850) 921-9904; and
C, U.S. Environmental Protection Agency (EPA) "Notice of Intent
(NOI) for Storm Water Discharges Associated With
Construction Activity Under a NPDES General Permit."
2. Provide copies of all permits to the OWNER and ENGINEER and comply
with all conditions contained in all permits at no extra cost to the OWNER. If
there is a conflict between any permit requirement and these Specifications,
the more stringent specification or requirement shall govern.
GENERAL PROVISIONS
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F. Non -Compliance: Should the Owner or Engineer determine that erosion control
within the project is not being maintained in accordance with the FDOT indexes
and specifications, the contractor shall have until the end of the working day in
which notification is given to take corrective action. Should the contractor fail to
make such modification the Owner shall have the option to fine the contractor $400
per day until remedied.
G. The OWNER may terminate this Contract if the CONTRACTOR fails to comply
with this Section. Alternatively, the OWNER may halt the CONTRACTOR's
operations until the CONTRACTOR is in full compliance with this Section. If the
OWNER halts the CONTRACTOR's work as a result of its failure to comply with
this Section, the Construction Contract time clock will continue to run.
K In addition to these Specifications, comply with Chapter 4, "Best Management
Practices for Erosion and Sedimentation Control" of the Florida Erosion and
Sediment Control Inspector's Manual, included herein in Appendix "B." If there is a
conflict between the referenced Chapter 4 and these Specifications, the more
stringent requirement shall prevail.
I. Compensation: All payment for the above items shall be made under Item
Item No, 104-1 Erosion & Water Pollution Control — Lump Sum
',CTION 00110 CLEARING AND GRUBBING
A. Payment for Clearing and Grubbing shall include compensation for: the removal
and disposal of asphaltic concrete and existing concrete pavement, concrete,
sidewalks, curbing, abandoned utilities (including pipes, cables, conduit and
structures), existing walls, riprap, various types of fences, base material, trimming
of trees and shrubs, drainage structures, pipe, backfilling the removal excavations,
plus all other items necessary to be removed to construct the project. All non-
salvageable materials removed shall remain property of the Contractor unless
otherwise directed by the Engineer or Owner (See Article SC -W). All unwanted
materials shall be removed and suitably disposed of by the Contractor outside the
project limits (see Article SC -W). Any salvage value received from the removed
materials shall be reflected in the Contractor's proposal.
B. Clear and grub within the entire limits of the right-of-way except in specific areas
designated by the Engineer to remain for aesthetic purposes.
C. Existing and temporary asphaltic pavement and excess subsoil shall be disposed
of outside the project by the Contractor, at a location and in a manner approved by
the Engineer.
D. Removal of existing pavement includes all removal and disposal of the asphalt
within the limit shown on the plans.
E. Payment shall be made under:
Item No. 110-1-1 - Clearing and Grubbing —Acre
GENERAL PROVISIONS
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SECTION 01310 CONSTRUCTION_ SCHEDULES
1.1 GENERAL REQUIREMENTS
A. No partial payments shall be approved by the ENGINEER until there is an
approved construction progress schedule on hand.
B. Designate an authorized representative who shall be responsible for
development and maintenance of the schedule and of all progress and
payment reports. This representative shall have direct project control and
complete authority to act on behalf of the CONTRACTOR in fulfilling the
commitments of the CONTRACTOR's schedules.
1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES
When the ENGINEER requires the CONTRACTOR to submit revised (updated)
progress schedules on a monthly basis the CONTRACTOR shall:
A. Indicate the progress of each activity to the date of submission.
B. Show changes occurring since the previous submission listing:
1. Major changes in scope.
2. Activities modified since the previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended and its effect.
3. The effect of changes on schedules of other prime contractors.
1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES
On or before the tenth day after the effective date of the Agreement, submit the
initial schedules to the ENGINEER. The ENGINEER will review the schedules and
return a review copy to the CONTRACTOR within 21 days after receipt. If required
by the ENGINEER, resubmit revised schedules on or before the seventh day after
receipt of the review copy. If required by the ENGINEER, submit revised monthly
progress schedules with that month's application for payment.
1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES
A. After receiving approval by the ENGINEER, distribute copies of the
approved initial schedule and all reviewed revisions (updated) to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
4. OWNER (two copies).
GENERAL PROVISIONS
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5. ENGINEER
B. In the cover letter, instruct recipients to report promptly to the
CONTRACTOR, in writing, any problems anticipated by the projections
shown in the schedules.
ON 00120 EX(
A. Earthwork, including earthwork for drives outside the right-of-way limits, shall be
paid for as embankment. Cost shall include all work specified in this section and
Section 120 of the Standard Specifications. Such price and payment shall
specifically include all cost of any roadway, lateral ditch or canal, and final dressing
operations.
B. Earthwork quantities shall be considered as in-place material with no shrinkage or
expansion factors.
C. Subsoil Excavation - Any excavation below the proposed bottom elevation of the
select fill, isolated Swale bottom locations, isolated locations for pipe installations
and as approved by the engineer shall be paid for as subsoil excavation.
Approximately 2.0 ft of subsoil excavation is required in sublateral canals. Cost of
replacement embankment shall be included in cost of subsoil excavation.
Contractor to coordinate with county representative prior to any subsoil excavation.
D. Embankment - General Requirements for Embankment Materials: The following is
added after the first paragraph of Subarticle 120-7.2:
Roadway Design Standard Index No. 505, Embankment Utilization Details is
modified by the addition of the following:
Any stratum or stockpile or soil which contains obvious pockets of highly organic
material may be designated as muck or unsuitable for construction of subgrade by
the Owner.
Backfill material containing more than 2.0% by weight of organic material, as
determined by FM 1-T 267 and by averaging the test results for three randomly
selected samples from each stratum or stockpile of a particular material, shall not
be used in construction of the reinforced volume. If an individual test value of the
three samples exceeds 3.0%, the stratum or stockpile will not be suitable for
construction of the reinforced volume.
No A-8 material permitted in embankment.
E. Payment shall be made under:
Item No. 120-1 — Excavation Regular — Per Cubic Yard
Item No. 120-4 - Subsoil Excavation - Per Cubic Yard
GENERAL PROVISIONS
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Item No. 120-6 - Embankment - Per Cubic Yard
SECTIO
UABII
A. Sub Article 160-5.1 is modified by the addition of the following:
"The stabilization thickness indicated on plans shall be considered a minimum
thickness. Thickness will vary to conform to the lines, and grades shown in the
plans." Minimum L.B.R. = 40 - No under -tolerance.
B. Payment shall be made under:
Item No. 160-4 - Type B Stabilization (12") - Per Square Yard
SECTION 00285 OPTIO?
A. Sub Article 2854 is modified by the addition of the following:
Base material, thickness and requirements are described in the construction plans.
Only one type of alternate base material shall be used. No additional payment will
be made for base thickness in excess of the specified thickness
B. Payment shall be made under:
Item No. 285-707 - Base Group 7 - Per Square Yard
TURNO
Sub Article 286-6 is modified by the addition of the following:
The cost of any bituminous material used in hot bituminous mix, form work, prime coat or
tack coat, or any incidental labor or material shall not be paid for separately.
Payment shall be made under:
Item No. 286-1-1 - Turnout Construction (Asphalt) - Square Yard
N0
WHALTIC 1
A. Subarticle 334-10 is modified by the addition of the following:
GENERAL PROVISIONS
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No additional payment will be made for tonage in excess of the specified in-place
density and tonnage.
B. Payment shall be made under:
Item No. 334-1-13 — Superpave Asphaltic Concrete — Ton.
SECTION 00425 INLETS, MANHOLES AND JUNCTION BOXES
A. MODIFICATION OF EXISTING STRUCTURES: Price shall include all work
associated with modifying the existing drainage structure(s) as depicted in the
Plans and in accordance with Section 425.
Payment shall be made under:
Item No. 425-72 - Modify Inlet - Per Each
B. Drainage structures indicated to be utility conflict manholes shall be constructed in
accordance with Indian River County Department of Utility Services Water and
Wastewater Utility Standards. Cost of such structures shall include all labor and
material necessary.
Payment shall be made under:
Item No. 425-1459 — Inlets, Curb (Type J-5) (Conflict) - Per Each
Item No. 425-2-74 — Manholes (type J-7) (Conflict) - Per Each
Item No. 425-2-94 — Manholes (Type J-8) (Conflict) - Per Each
C. MANHOLES: Price shall include all work associated with constructing and
installing manholes and covers. The covers shall have raised letters, cast in the
cover stating "STORM SEWER".
SECTION 00430 _ _ PIPE CULVERTS AND STORM SEWERS
A. CONCRETE PIPE CULVERT (CLASS III): Concrete pipe culvert shall be Class III
and constructed in accordance with ASTM Designation C-76, Class III, Wall B.
Any select bedding needed to stabilize pipe to be #57 or #4 rock. Select bedding
will be included in the cost of the pipe. Minimum bedding depth to be 18" and
minimum width to be diameter of pipe. Cost of removal of unsuitable material and
replacement with suitable material beneath 18" bedding shall be paid for as subsoil
excavation item no. 120-4.
The work under this section shall include all materials, excavation, backfilling,
tamping and disposal of surplus material. All required sheeting is to be included in
GENERAL PROVISIONS
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the cost of item no. 455A 33-2. Such price and payment shall be full compensation
for all work in this section.
B. CONCRETE PIPE JOINTS: Subarticle 430-7.1.1 is modified by the addition of the
following: In addition to the rubber gaskets all round and elliptical concrete pipe
shall have wrapped filter fabric jacket joints. The joint between the pipe and the
structure shall also have a filter fabric jacket. These joints shall conform to INDEX
280 and have a minimum wrapping width of 1 foot on both sides of the exposed
joint. The fabric must be long enough to overlap the outer circumference of the
pipe joint by a minimum of 1 foot. Metal strapping will be used on both sides of the
circumference of the pipe joint to secure the fabric. Other methods which will
secure the fabric against the wall until the backfill is compacted will be considered
for approval by the Engineer. The filter fabric shall be in accordance with Section
985, and/or as modified by these special provision, for subsurface drainage.
Payment shall be made under the unit price for concrete pipe.
C. PIPE CULVERTS AND STORM SEWERS: Subarticle 430-12.1. The text is
deleted and the following substituted:
"The quantities of pipe culvert to be paid for under this Section shall be the plan
quantity in feet of concrete Pipe Culvert, Corrugated Aluminum Pipe Culvert and
High Density Polyethylene Pipe Culvert subject to the provisions of 9-3.2. Any
additions or deletions thereto, as authorized by the Engineer, shall be determined
by plan dimensions, final measurement, or any combination thereof, as measured
along the centerline of the completed and accepted pipe."
Pipe that has been patched significantly prior to delivery shall be grounds for
rejection of pipe.
Lifting holes on pipe culverts shall be grounds for rejection of pipe. ASTM
Specification C -76-85A and AASTM Specification M170-89 are modified by the
following:
Significant patching of pipe prior to delivery shall be grounds for rejection of pipe.
The exposure of the ends of the longitudinal stirrups or spacers that have been
used to position the cages during the placement of the concrete may be a cause
for rejection by the Project Engineer.
During construction, the Contractor is to maintain the storm sewer void of any
silting material. Prior to final acceptance the Contractor or Engineer shall inspect
and certify that the storm sewer is free of any construction material or debris and
operates in a functional manner. Contractor shall remove silt and other material
from sewer at no cost to Owner. Compensation shall be included in the
maintenance of traffic lump sum item.
GENERAL PROVISIONS
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CH D
A. Subarticle 443-7 is replaced by the following:
The quantities determined as provided above will be paid for at the Contract unit
price per foot for Concrete Slotted Culvert w/ Gravel Bedding (54" SS), HDPE
Perforated Culvert w/ Gravel Bedding (48" SS), HDPE Perforated Culvert w/
Gravel Bedding (54" SS) and Concrete Slotted Culvert w/ Exfiltration Trench (34" x
53"). Such prices and payments will be full compensation for all the work specified
in this Section and will include all materials and all excavation, the disposal of
surplus material, backfilling and tamping, but will not include payment for items
paid for elsewhere in the specifications.
Payment shall be made under:
Item No. 430-721-22 — Conc. Slotted Culvert w/ Gravel Bedding (54" SS) — LF.
Item No. 430-721-441 — HDPE Perf. Culvert w/ Gravel Bedding (48" SS) — LF.
Item No. 430-721-442 — HDPE Perf. Culvert w/ Gravel Bedding (54" SS) — LF.
Item No. 430-725-08 — Conc. Slotted Culvert w/ Exfiltration Trench (34"x54") — LF.
FEN
A. Subarticle 550-3.5 is modified by the following addition:
All 6' Type B chain link fencing, posts, and gates, associated with stormwater
management facility Pond 5007 shall have a green vinyl coating. The vinyl coating
shall be no less than 20 mils thick on the fencing fabric and 10 mils thick on the
post. The cost of the vinyl coating shall be included in the cost of the fence.
B. Subarticle 550-6.1 is modified by the following:
"The Contract unit price per foot for the
550-5.2, will be full compensation for
complete installation, including line po:
and the assemblies therefore, as provi
stipulated for extra length posts."
Item of Fencing, measured as specified in
all work and materials necessary for the
its, corner post, end posts and pull posts
Jed below, and not including the payment
GENERAL PROVISIONS
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SECTION 00575 SODDING
A. Description: Sod for the project shall be of the variety that is common to the area
and of a variety approved by the Engineer. This work shall also include mowing in
accordance with Section 104-7.2, to be mowed at 6" height with a mulching
mower.
6. Work Included: Scope of Work: The work specified in this section consists of the
establishing of a stand of grass, within the project, right-of-way, easements, and
other areas indicated on the Drawings, by furnishing and placing grass sod. Also
included are fertilizing, watering and maintenance as required to assure a healthy
stand of grass. Two applications of fertilizer will be required with the initial
application being fertilizer and the second application being "weed and feed".
C. Guarantee: All sodded areas shall be guaranteed for three months after date of
final acceptance.
Replacement of Defective Sod: Any dead sod or sod showing (less than 95% of a
square) indication of probable non survival or lack of health and vigor, or which do
not exhibit the characteristics to meet specifications, shall be replaced within two
weeks of notice from Owner or Engineer. All replacement sod shall be
furnished/installed at no additional cost to the Owner and shall be guaranteed for
three months. All replacement shall meet original specifications.
The Contractor shall notify the Owner and Engineer ten days prior to the end of the
guarantee period and such guarantee shall be extended until notification is
received.
At the end of the guarantee period, all sod that is dead or in unsatisfactory growth
shall be replaced within two weeks.
D. Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws.
The numerical designations for fertilizer indicate the minimum percentages
(respectively) of (1) total nitrogen, (2) available phosphoric acid and (3)
water-soluble potash contained in the fertilizer.
The chemical designation of the fertilizer shall be 164-8. Fertilizer shall include
iron, minor nutrients and trace elements. At least 50 percent of the nitrogen shall
be derived from organic sources. At least 50 percent of the phosphoric acid shall
be from normal super phosphate or an equivalent source which will provide a
minimum of two units of sulfur. The amount of sulfur shall be indicated on the
quantitative analysis card attached to each bag or other container.
Contractor shall ensure 1 pound of nitrogen per 1,000 square feet.
E. Water for Grassing: Contractor shall provide the water used in the sodding
operations as necessary to meet the requirements of Article 570-5 and 2.34.6.
F. Preparation of Ground: The area over which the sod is to be placed shall be
scarified or loosened to a depth and then raked smooth and free from debris.
Where the soil is sufficiently loose and clean, the Owner, at his discretion, may
authorize the elimination of ground preparation.
GENERAL PROVISIONS
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G. Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a
range of 6.0 - 7.0.
Contractor shall apply two (2) applications. The initial shall be fertilizer and the
second application shall be "weed and feed".
The fertilizer shall be spread uniformly over the sodded area at the rate of 436
pounds per acre, or 10 pounds per 1,000 square feet, by a spreading device
capable of uniformly distributing the material at the specified rate.
Contractor shall apply applications as per manufacturer's specification. All tickets
from bags shall be handed over to the County Inspector.
On steep slopes, where the use of a machine for spreading or mixing is not
practicable, the fertilizer shall be spread by hand and raked in and thoroughly
mixed with the soil to a depth of approximately 2 inches.
H. Placing Sod: The sod shall be placed on the prepared surface, with edges in close
contact and shall be firmly and smoothly embedded by light tamping with
appropriate tools.
Where sodding is used in drainage ditches, the setting of the pieces shall be
staggered so as to avoid a continuous seam along the line of flow. Along the edges
of such staggered areas, the offsets of individual strips shall not exceed 6 inches.
In order to prevent erosion caused by vertical edges at the outer limits, the outer
pieces of sod shall be tamped so as to produce a featheredge effect.
Where sodding is placed abutting paved shoulder, the contractor is to ensure that
the finished sod elevation is 1'/Z' below paved shoulder.
On slopes greater than 3:1, the Contractor shall prevent the sod from sliding by
means of wooden pegs driven through the sod blocks into firm earth, at suitable
intervals.
Sodding shall not be performed when weather and soil conditions are, in the
Engineer's opinion, unsuitable for proper results.
Sod shall be placed around all structures, equipment pads, etc.
I. Watering: The areas on which the sod is to be placed shall contain sufficient
moisture, as determined by the Engineer, for optimum results. After being placed,
the sod shall be kept in a moist condition to the full depth of the rooting zone for at
least 2 weeks. Thereafter, the Contractor shall apply water as needed until the sod
roots and starts to grow for a minimum of 60 days (or until final acceptance,
whichever is latest).
J. Maintenance: The Contractor shall, at his expense, maintain the sodded areas in
a satisfactory condition until final acceptance of the project. Such maintenance
shall include repairing of any damaged areas and replacing areas in which the
establishment of the grass stand does not appear to be developing satisfactorily.
Replanting or repair necessary due to the Contractor's negligence, carelessness or
failure to provide routine maintenance shall be at the Contractor's expense.
GENERAL PROVISIONS
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The Contractor shall maintain the sodded area up to the final acceptance date as
directed by the Engineer. Grass height shall not exceed 6" without mowing.
Clippings shall be removed from sidewalk.
K. Article 575-5. The first two paragraphs under this Article are deleted and the
following substituted:
The contract unit price for sodding shall include the costs of sod, fertilizer (2
applications), sidewalk sweeping after mowing, mowing, pegging disposal of
clippings, water, tools, equipment, labor and all other incidentals necessary.
L. Payment shall be made under:
Item No.: 575-1-1 - Sodding (Bahia) - Per Square Yard
ON 0
AND l
r�
A. Signing and pavement marking for traffic control shall conform to the requirements
of the Standard Specifications (2004), Manual on Uniform Traffic Control Devices,
Supplemental Specifications, Roadway and Traffic Design Standards,
manufacturer's specifications.
B. Traffic Signs: All existing signs which are the property of the Owner shall be
transported to the Indian River County Road and Bridge Maintenance Yard by the
Contractor during construction if they are within the construction limits. Care shall
be exercised by the Contractor during removal, storage and relocation so as not to
damage the signs. If any damage occurs, as determined by the Owner's Engineer
or Resident Construction Inspector, the sign shall be replaced by the Contractor
with no compensation.
C. All reflective pavement markers shall be 4" x 4".
SECTION 00948 MISCELLANEOUS TYPES OF PIPE
A. Subarticle 948-2.3 is modified by the addition of the following:
Corrugated Polyethylene Pipe (48" & 54") intended to be used for sub -lateral canal
enclosure shall meet the manufacture's specifications for Hancor SURE-LOK F477
perforated dual wall pipe (DW -F4748-0020 & DW -F4744-0020) or approved
equal.
ON 01000 WATER AND
A. Water Utilities
The water utilities for this project shall be constructed per the "Indian River County
Department of Utility Services Water & Wastewater Standards", latest edition. This
document can be purchased from Indian River County Utilities.
GENERAL PROVISIONS
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Relocation of existing fire hydrants shall include the cost of all pipe, fittings, thrust
blocks, retaining rods, trenching grading, and incidental items associated with
relocation.
Pay Item No. 1644-800 - Fire Hydrant (Relocation) - Each
B. Sewer Utilities
The sewer utilities for this project shall be constructed per the "Indian River County
Technical Specifications", latest edition. This document can be purchased from
Indian River County Utilities.
C. Earthwork and Backfill
Compaction - All fill must be compacted by hand tamping from under the pipe up to
the center line. Backfill shall be compacted in 6" lifts up to the surface to achieve a
minimum compaction of 98 percent of maximum density in roadways and
shoulders and 95 percent in easements, in accordance with AASATO T-180 and
D-2167.
D. Ductile Iron Pipe and Fittings
1. General:
All ductile iron pipe shall be manufactured in accordance with AWWA
Specifications C-150 & C-151. All buried ductile iron pipe shall be
manufactured in accordance with AWWA Specification C-151 and
shall be Class 52 minimum. All exposed ductile iron pipe shall be
Class 53 minimum.
2. Fittings:
All underground fittings shall be either bell and spigot, or mechanical
joint. Mechanical joints shall conform to AWWA specification C110
(ANSI 21.10-87), or latest revision. All exposed aboveground fittings
shall be flanged joint.
3. Bell and Spigot Connections:
Joints in bell and spigot pipe shall be push -on, mechanical, or
restrained joints in accordance with AWWA Standard C-111 (ANSI
21.11-85), or latest revision. Mechanical joint pipe set -screw type
retainer glands will not be permitted.
4. Flanged Connections:
Flanged pipe with screwed -on flanges shall be furnished with long
hubs, and the flanges shall be screwed on the threaded end of the
pipe in the shop, and the face of the flange and end of pipe refaced
together. There shall be no leakage through the pipe threads and the
flanges shall be designed to prevent corrosion of the threads from
outside. The back of the hub shall be caulked where the hub threads
joint with the pipe.
5. Valve Box Adjustments:
GENERAL PROVISIONS
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Cost of valve nut extenders shall be included in cost of valve box
adjustments where needed.
E. Disinfecting Potable Water Pipelines
Before being placed in service, all potable water pipelines shall be
chlorinated in accordance with the latest edition of AWWA C-651,
"Standard Procedure for Disinfecting Water Mains", except that the use of
tablets is strictly prohibited. The procedure shall be approved by the
Engineer. The location of the chlorination and sampling points will be as
specified by the Florida Department of Environmental Protection, Water
Distribution System Permit. Taps for chlorination and sampling shall be
uncovered and backfilled by the Contractor, as required.
)N 026'
PART 1 - GENERAL
1.01 WORK INCLUDED
DI
CTION
A. Flushing, Pressure Testing, and Disinfection of all piping systems.
B. Contractor shall furnish all necessary pumps, hoses, piping, fittings, meters,
gauges, chemicals and labor to conduct specified testing.
C. Testing shall be repeated at the Contractor's expense until satisfactory results
are achieved.
D. Refer the specific chemical system specification section for additional flushing
and testing procedures.
1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Section 1000 —Water and Sewer Utilities
1.03 REFERENCES
A. ANSI/AWWA C651 - Standard for Disinfecting Water Mains.
1.04 SUBMITTALS
A. Test Reports: Indicate results comparative to specified requirements.
Submit two (2) copies of test results to Engineer in accordance with
Submittal specifications.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI/AWWA C651.
1.06 REGULATORY REQUIREMENTS
A. Conform to applicable Florida DEP requirements for performing the work of
this Section.
B. Work shall conform to Indian River County Standards,
GENERAL PROVISIONS
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PART 2 - PRODUCTS
2.01 DISINFECTION CHEMICALS
A. Chemicals: The disinfecting agent shall be sodium hypochlorite solution
ANSI/AWWA B303 or liquid chlorine ANSI/AWWA B301. Dry hypochlorite,
similar to "HTH" or equal may also be used as the disinfecting agent.
Bleach or Clorox is not acceptable.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that piping systems have been cleaned, inspected, and tested.
B. Coordinate scheduling of flushing, pressure testing, and disinfection
activities with tie-ins, certifications, and sequence of construction.
3.02 FLUSHING AND PRESSURE TESTING - PIPING
A. The Contractor shall furnish and install suitable temporary testing plugs or
caps for the water lines, all necessary pressure pumps, hose, pipe
connections, meters, gauges and other similar equipment, and all labor
required, all without additional compensation for conducting pressure and
leakage tests and flushing of the piping. Flushing and pressure testing shall
be conducted in the following order.
B. After all piping lines have been installed and before pressure testing, each run
of pipe shall be thoroughly flushed so as to remove all debris and foreign
matter from the piping and equipment. Clean and flush all piping using
potable water. Sufficient flushing water and pigging shall be introduced into
the piping to produce a discharge that is clear with no evidence of silt or
foreign matter is visible. Contractor to provide means of discharging and
disposing of water at Contractor's expense.
C. Pressure testing ductile iron piping systems:
1. The test pressure for the water piping, irrigation quality water piping,
and force main piping systems constructed of ductile iron shall be
150 psi and this pressure shall be maintained for a period of not less
than two hours. Tests shall be made between valves and as far as
practicable and as approved by the Engineer. Potable water from the
distribution system shall be used. Pressure shall not vary more than
five (5) psi for piping during the test periods or as approved by the
Engineer. Allowable leakage shall be computed on the basis of
AWWA C-600.
2. All leaks evident at the surface shall be uncovered and repaired
regardless of the total leakage as indicated by the test, and all pipes,
valves and fittings and other materials found defective under the test
shall be removed and replaced at the Contractor's expense. Tests
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shall be repeated until leakage has been reduced below the
allowable amount.
3. In the judgment of the Engineer, should it not be practical to follow
the foregoing procedures exactly for any reason, modifications in the
procedure shall be made as approved by the Engineer. In any event,
the Contractor shall be responsible for the ultimate water tightness of
the piping within the preceding requirements.
3.03 DISINFECTION
A. The Contractor shall furnish and install suitable temporary connections to the
piping, all necessary pressure pumps, hose, pipe connections, meters,
gauges and other similar equipment, and all labor required, all without
additional compensation for the disinfection of all required piping systems.
Disinfection shall be conducted on the following systems:
1. Water main piping and valves.
B. Conform to AWWA Standards and as modified herein.
C. Maintain disinfectant for a minimum of 8 hours in such a manner that the
entire system will be filled with water containing a minimum chlorine
concentration of 50 ppm at any point.
D. After the disinfecting agents have been permitted to remain for the specified
contact periods, the water lines, and valves shall be thoroughly flushed with
water until the residual chlorine tests are less than 2 PPM in each instance.
The determination of the amount of residual chlorine in the system shall be
made at such points and in accord with standard tests by means of a
standard orthotolodine test set.
3.04 BACTERIOLOGICAL SAMPLING
A. It shall be the responsibility of the Contractor under this contract to perform the
bacteriological testing required by the Florida Department of Environmental
Protection and Indian River County to obtain clearance of the water main
piping. The Contractor shall be responsible to disinfect and repeat testing
as needed until clearance is obtained for all required plant systems. The
Contractor shall be responsible to pay for additional water needed if the
bacteriological testing must be repeated for the clearance of the ground
storage tank.
B. The piping systems require two (2) consecutive daily samples taken from the
locations called out on the plans or as determined by the Engineer. The
samples shall be taken at all the respective sample point locations.
C. Sampling must be coordinated with Engineer and other construction activities
so as to minimize re -sampling.
D. Contractor shall submit schedule for bacteriological testing and pressure tests.
E. The Contractor shall incur all costs needed to provide bacteriological
clearance of the piping systems.
GENERAL PROVISIONS
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3.11 QUALITY CONTROL
A. The laboratory and personnel collecting bacteriological samples shall be
Florida State certified in accordance with FDEP requirements.
+ + END OF SECTION + +
GENERAL PROVISIONS
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APPENDIX `A'
PERMITS
St. Johns River Water Management District
Appendix A -Permits
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r
St. Johns ver
Water Management District
Kirby B. Green III, Executive Director • David W. Fisk, Assistant Executive Director
4049 Reid Street • P.O. Box 1429 • Palatka, FL 32178-1429 • (386) 329-4500
On the Internet at www.sjrwnd.com.
REGULATION OF STORMWATER MANAGEMENT SYSTEMS
CHAPTER 40C42, F.A.C.
PERMIT NO. 42-061-111760-1 DATE ISSUED: July 12, 2007
A PERMIT AUTHORIZING:
Construction of a Stormwater Management System with stormwater treatment by best
management practices and swales for 12th Street Sidewalk Improvements from 43rd Ave to
27th Ave, a 7.96 -acre project to be constructed as per plans received by the District on June 13,
2007,
LOCATION:
Section(s): 10 Township(s): 33S
Indian River County
Indian River County Board of County Commissioners
1840 25th Street
Vero Beach, FL 32960
Range(s):
JILL 16 NO
INDIAN RIVER COUNTY
ENGINEERING DIVISION
This document shall serve as the formal permit for construction and operation of stormwater
management system in accordance with Chapter 40C42, F.A.C., issued by the staff of the St.
Johns River Water Wia.r segement District on July 12, 2007. This permit is subject to the standar
limiting conditions and other special conditions approved by the staff. These. conditions are
enclosed.
This permit is a legal document and should be kept with your other important records. The
permit requires the submittal of an As -built certification and may require submittal of other
documents. All information provided in compliance with permit conditions should be submitted
to the District office from which the permit was issued. An As -built certification form is attached.
Complete this form within 30 days of completion of construction of the permitted system,
including all site work.
Upon receipt of the As -built certification, staff will inspect the project site. Once the project is
found to be in compliance with all permit requirements, the permit may be converted to its
operation phase and responsibility transferred to the operation and maintenance entity in
accordance with Chapter 40C42.028, F.A.C.
GOVERNING BOARD
David G. Graham, CHAIRMAN John G. Sowinski, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L Ottenstroer, TREASURER
JACKSONVILLE ORLANDO BUNNELL JACKSONVILLE
R. Clay Albright Susan N. Huahes William W. Kerr Ometrias D. Lono W. I.annard Wnnd
Permit issuance does not relieve you from the responsibility for obtaining permits from any
federal, state, and/or local agencies asserting concurrent jurisdiction over this work. Please
note that if dewatering is to occur during any phase of construction or thereafter and the surface
water pump(s), wells, or facilities are capable of withdrawing one million gallons of water per
day or more, or an average of 100,000 gallons per day or more over a year, and any discharge
is to be off-site, you must apply for and obtain a Consumptive Use Permit (40C-2) from the
District prior to starting the dewatering. Please contact the District if you need additional.
information or application materials.
Permittee agrees to hold and save the St. Johns River Water Management District and its
successors harmless from any and all damages, claims, or liabilities which may arise from
permit issuance. Said application, including all plans and specifications attached thereto, is by
reference made a part thereof.
This permit does not convey to permittee any property rights nor any rights of privileges other
than those specified herein, nor relieve the permittee from complying with any law, regulation or
requirement affecting the rights of other bodies or agencies. All structures and works installed
by permittee hereunder shall remain the property of the permittee.
This permit may be revoked, modified, or transferred at any time pursuant to the appropriate
provisions of Chapter 373, Florida Statutes.
In the event you sell your property, the permit will be transferred to the new owner, if we are
notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a
valid permit for the new property owner.
Thank you for your cooperation, and if this office can 'be of any further assistance to you, please
do not hesitate to contact us.
John Juilianna, Service Cer,�;ter Director = Palm Bay
Department of Water Resources
Encicsuras: As -built Certification Form
Exhibit A
cc: District Permit File
Agent: Indian River County Design Professional Engineer
1840 25th St
Vero Beach, FL 32960
"EXHIBIT A"
CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-061=111760=1
INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS
DATED JULY 12, 2007
1. This permit for construction will expire five years from the date of issuance unless otherwise
specified by a special condition of the permit.
2. Permittee must obtain a permit from the District prior to beginning construction of
subsequent phases or any other work associated with this project not specifically authorized
by this permit.
3. Before any offsite discharge from the stormwater management system occurs, the retention
and detention storage must be excavated to rough grade prior to building construction or
placement of impervious surface within the area served by those systems. Adequate
measures must be taken to prevent siltation of these treatment systems and control
structures during construction or siltation must be removed prior to final grading and
stabilization.
4. The permittee must maintain a copy of this permit complete with all conditions, attachments,
exhibits, and permit modification in good condition at the construction site. The complete
permit must be available for review upon request by District representatives. The permittee
shall require the contractor to review the complete permit prior to commencement of the
activity authorized by this permit.
5. All activities shall be implemented as set forth in the plans, specifications and performance
criteria as approved by this permit. Any deviation from the permitted activity and the
conditions for undertaking that activity shall be considered a -violation of this permit.
6. District authorized staff, upon proper identification, must be granted permission to enter,
inspect and observe the system to insure conformity with the plans and specifications
approved by the permit.
7. Prior to and during construction, the permittee shall implement and .maintain all erosion and
sediment control measures (best management practices) required to retain sediment on-site
and to prevent violations of state water quality standards. All practices must be in
accordance with the guidelines and specifications in chapter 6 of the Florida Land
Development Manual: A Guide to Sound Land and Water Management (Florida Department
of Environmental Regulation 1988), which are hereby incorporated by reference, unless a
project specific erosion and sediment control plan is approved as part of the permit, in which
case the practices must be in accordance with the plan. If site specific conditions require
additional measures during any phase of construction or operation to prevent erosion or
control sediment, beyond those specified in the erosion and sediment control plan, the
permittee shall implement additional best management practices as necessary, in
accordance with the specification in chapter 6 of the Florida Land Development Manual: A
guide to Sound Land and Water Management (Florida Department of Environmental
Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse
impacts to the water resources.
8. If the permitted system was designed by a registered professional, within 30 days after
completion of the stormwater system, the permittee must submit to the District the following:
District Form No. 40C-1.181(13) (As built Certification By a Registered Professional),
signed and sealed by an appropriated professional registered in the State of Florida, and
two (2) sets of "As Built" drawings when a) required by a special condition of this permit, b)
the professional uses "As Built" drawings to support the As Built Certification, or c) when the
completed system substantially differs from permitted plans. This submittal will serve to
notify the District staff that the system is ready for inspection and approval.
9, if the permitted system was not designed by a registered professional, within 30 days after
completion of the stormwater system, the permittee must submit to the District the following:
District Form No. 40C-1.181(14) (As built Certification), signed by the permittee and two (2)
sets of "As Built" drawings when required by a special condition of this permit, or when .the
completed system substantially differs from permitted plans. This submittal will serve to
notify the District staff that the system is ready for inspection and approval.
10. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas
as soon as practicable in portions of the site where construction activities have temporarily
or permanently ceased, but in no case more than seven (7) days before the construction
activity in that portion of the site has temporarily or permanently ceased.
11. Should any other regulatory agency require changes to the permitted system, the permittee
shall provide written notification to the District of the Changes prior to implementation so that
a determination can be made whether a permit modification is required.
12. Within thirty (30) days after sale or conveyance of the permitted stormwater management
system or the real property on which the system is located, the owner in whose name the
permit was granted shall notify the District of such change of ownership. Transfer of the
permit shall be in accordance with the provisions of section 40C-612, F.A.C. All terms and
conditions of this permit shall be binding upon the transferee. The permittee transferring the
permit shall remain liable for any corrective actions that may be required as a result of any
permit violations prior to such sale, conveyance or other transfer.
13. The stormwater management system must be completed in accordance with the permitted
plans and permit conditions prior to the initiation of the permitted use of site infrastructure.
The system must be completed in accordance with the permitted plans and permit
conditions prior.to transfer of responsibility for operation and maintenance of the stormwater
management system to a local government or other responsible entity.
14. The operation phase of the permit shall not become effective until the requirements of
Condition No. 8 or 9 have been met, the district determines that the system complies with
the permitted plans, and the entity approved by the District in accordance with section 40C-
42:027, F.A.C., accepts responsibility for operation and maintenance of the system. The
permit cannot be transferred to such an approved, responsible operation and maintenance
entity until the requirements of section 40C-42.028, F.A.C., are met, and the operation
phase of the permit becomes effective. Following inspection and approval of the permitted
system by the District in accordance with section 40C-42.028, F.A.C., the permittee shall
request transfer of the permit to the responsible approved operation and maintenance entity,
if different from the permittee. Until the permit is transferred pursuant to subsection 40C-
42.028 (4) F.A.C., the permittee shall be liable for compliance with the terms of the permit.
15. Prior to lot or unit sales, or upon completion of construction of the system, whichever occurs
first, the District must receive the final operation and maintenance document(s) approved by
the District and recorded, if the latter is appropriate. For those systems which are proposed
to be maintained by county or municipal entities, final operation and maintenance
documents must be received by the District when maintenance and operation of the system
is accepted by the local government entity, Failure to submit the appropriate final document
will result in the permittee remaining personally liable for carrying out maintenance and
operation of the permitted system.
16. This permit does not eliminate the necessity to obtain any required federal, state, local and
special district authorizations prior to the start of any activity approved by this permit. This
permit does not convey to the permittee or create in the permittee any property right, or any
interest in real property, nor does it authorize any entrance upon or activities on property
which is not owned or controlled by the permittee, or convey any rights or privileges other
than those specified in the permit and Chapter 40C42.028, F.A.C.
17. The permittee shall hold and save the District harmless from any and all damages, claims,
or liabilities which may arise by reason of the activities authorized by the permit or any use
of the permitted system.
18. The permittee shall immediately notify the District in writing of any previously submitted
information that is later discovered to be inaccurate.
19. Activities approved by this permit shall be conducted in a manner which do not cause
violations of state water quality standards.
20. All wetland areas or water bodies that are outside the specific limits of construction
authorized by this permit must be protected from erosion, siltation, scouring or excess
turbidity, and dewatering.
21. Prior to construction, the permittee must clearly designate the limits of construction on-site.
The permittee must advise the contractor that any work outside the limits of construction,
including clearing, may be a violation of this permit.
22. The stormwater management system must be inspected by the operation and maintenance
entity once within two years after the completion of construction and every two years
thereafter to insure that the system is functioning as designee and permitted. If a required
inspection reveals that the system is not functioning as designed and permitted, then within
14 days of that inspection the entity shall submit an Exceptions Report on form number 40C-
42:900(6), Exceptions Report for Stormwater Management System Out of Compliance. The
operation and maintenance entity must maintain a record of each required inspection,
including the date of inspection, the name, address, and telephone number of the inspector,
and whether the system was functioning as designed and permitted, and make such record
available for inspection upon request by the District during normal business hours.
23. The project must be constructed and operated as per the plans. received by the District on
June 13, 2007.
Notice Of Rights
1. A person whose substantial interests are or may be affected has the right to request an
administrative hearing by filing a written petition with the St. Johns River Water
Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007,
Florida Administrative Code, the petition must be filed (received) either by delivery at the
office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka Florida
32178-1429 (4049 Reid St., Palatka, FL 32177) or by e-mail with the District Clerk at
Clerk(cr)sirwmd.com, within twenty-six (26) days of the District depositing notice of
District decision in the mail (for those persons to whom the District mails actual notice),
within twenty-one (21) days of the District emailing notice of District decision (for those
persons to whom the District emails actual notice), or within twenty-one (21) days of
newspaper publication of the notice of District decision (for those persons to whom the
District does not mail or email actual notice). A petition must comply with Sections
120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Chapter 28-106, Florida
Administrative Code, The District will not accept a petition sent by facsimile (fax), as
explained in paragraph no. 5 below. Mediation pursuant to Section 120.573, Florida
Statutes, is not available.
2. If the Governing Board takes action that substantially differs from the notice of District
decision, a person whose substantial interests are or. may be affected has the right to
request an administrative hearing by filing a written petition with the District, but this
request for administrative hearing shall only address the substantial deviation. Pursuant
to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative= Code, the petition must
be filed (received) at the office of the District Clerk at the mail/street address or email
address described in paragraph no. 1 above, within twenty-six (26) days of the District
depositing notice of final District decision in the mail (for those persons to whom the
District mails actual notice), within twenty-one (21) days of the District emailing the
notice of final District decision (for those persons to whom the District emails actual
notice), or within twenty-one (21) days of newspaper publication of the notice of final
District decision (for those persons to whom the District does not mail or email actual
notice). A petition must comply with Sections 120.54(5)(b)4. and 120.569(2)(c), Florida
Statutes, and Chapter 28-106, Florida Administrative Code. Mediation pursuant to
Section 120.573, Florida Statutes, is not available.
3. A vprs.on whose substantial interests are or may be affected has the right to a formal
administrative hearing pursuant to Sections 120.569 and 120.57(1), Florida Statutes,
where there is a dispute between the District and the party regarding an issue of material
fact. A petition for formal hearing must also comply with the requirements set forth in
Rule 28-106.201, Florida Administrative Code,
4. A person whose substantial interests are or may be affected has the right to an informal
administrative hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes,
where no material facts are in dispute. A petition for an informal hearing must also
comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code.
Notice Of Rights
5. A petition for an administrative hearing is deemed filed upon receipt of the complete
petition by the District Clerk at the District Headquarters in Palatka, Florida. Petitions
received by the District Clerk after 5:00 p.m., or on a Saturday, Sunday, or legal holiday,
shall be deemed filed as of 8:00 a.m. on the next regular District business day. The
District's acceptance of petitions filed by e-mail is subject to certain conditions set forth
in the District's Statement of Agency Organization and Operation (issued pursuant to
Rule 28-101.001, Florida Administrative Code), which is available for viewing at
www.sirwmd.com. These conditions include, but are not limited to, the petition being in
the form of a PDF file and being capable of being stored and printed by the District.
Further, pursuant to the District's Statement of Agency Organization and Operation,
attempting to file a petition by facsimile is prohibited and shall not constitute filing.
6. Failure to file a petition for an administrative hearing within the requisite time frame shall
constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, Florida
.Administrative Code).
7. The right to an administrative hearing and the relevant procedures to be followed are
governed by Chapter 120, Florida Statutes, Chapter 2&106, Florida Administrative
Code, and Rule 40C-1.1007, Florida Administrative Code. Because the administrative
hearing process is designed to formulate final agency action, the filing of a petition
means the District's final action may be different from the position taken by it in this
notice. A person whose substantial interests are or may be affected by the District's final
action has the right to become a party to the proceeding, in accordance with the
requirements set forth above.
8. A person with a legal or equitable interest in real property who believes that a District
permitting action is unreasonable or will unfairly burden the use of their property, has the
right to, within 30 days of receipt of the notice of District decision regarding a permit
application, apply for a special magistrate proceeding under Section 70.51, Florida
Statutes, by filing a written request for relief at the Office of the District Clerk located at
District Headquarters, P. O. Box 1429, Palatka, FL 32178-1429 (4049 Reid St., Palatka,
FL 32177). A request for relief must contain the information listed in Subsection
70.51(6), Florida Statutes. Requests for relief received by the District Clerk after 5:00
p.m., or on a Saturday, Sunday, or legal holiday, shall bp deemed filed as of 8:00 a.m.
on the next regular District business day.
9. A timely filed request for relief under Section 70.51, Florida Statutes, tolls the time to
request an administrative hearing under paragraph nos. 1 or 2 above. (Paragraph
70.51 (1 0)(b), Florida Statutes). However, the filing of a request for an administrative
hearing under paragraph nos. 1 or 2 above waives the right to a special magistrate
proceeding. (Subsection 70.51 (1 0)(b), Florida Statutes).
10. Failure to file a request for relief within the requisite time frame shall constitute a waiver
of the right to a special magistrate proceeding. (Subsection 70.51(3), Florida Statutes).
Notice Of Rights
11. Any person whose substantial interests are or may be affected who claims that final
action of the District constitutes an unconstitutional taking of property without just
compensation may seek review of the action in circuit court pursuant to Section 373.617,
Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action in circuit
court within 90 days of rendering of the final District action, (Section 373.617, Florida
Statutes).
12. Pursuant to Section 120.68, Florida Statutes, a party to the proceeding before the
District who is adversely affected by final District action may seek review of the action in
the District Court of Appeal by filing a notice of appeal pursuant to Rules 9.110 and
9.190, Florida Rules of Appellate Procedure, within 30 days of the rendering of the final
District action.
13. A party to the proceeding before the District who claims that a District order is
inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may
seek review of the order pursuant to Section 373.114, Florida Statutes, by the Florida
Land an.d.111(ate�Adjud.icatary. Commission,_ by filing a request for review with the
... - ..-. -
Commission and serving a copy on the Florida Department of Environmentaf Protection
and any person named in the order within 20 days of the rendering of the District order.
14. A District action is considered rendered, as referred to in paragraph nos. 11, 12, and 13
above, after it is signed on behalf of the District, and is filed -by the District Clerk.
15. Failure to observe the relevant time frames for filing a petition for judicial review as
described in paragraph nos. 11 and 12 above, or for Commission review as described in
paragraph no. 13 above, will result in waiver of that right to review.
Notice Of Rights
Certificate of Service
I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S.
Mail to:
Indian .River County Board of County Commissioners
1840 25th Street
Vero Beach, FL 32960
At 4:00 p.m. this 12th day of July, 2007.
Division of Permit Data Services
Gloria Lewis, Director
St. Johns River Water Management District
Post Office Box 1429
Palatka, FL 32178-1429
(386) 3294152
Permit Number: 42-061-111760-1
St.'
ons River
Water Management District
b
Kirby B. Green III, Executive Director • David W. Fisk, Assistant Executive Director • Mike Slayton, Deputy Executive Director
John Jullianna, Palm Say Service Center Director, Regulatory
525 Community College. Parkway S.E. • Palm Bay, FL 32909 • (321) 984=4940
On the Internet at wwwsjrwmd.com.
Dear Permittee:
The District recently issued the enclosed permit. We would like to offer our assistance to
insure that your project is constructed in accordance with the District permit. We will be
glad to arrange for a representative from this office to attend any preconstruction meeting
that you may schedule for this project. For planning purposes, we ask that you give us at
least 10 days notice prior to the scheduled meeting. This will enable us to gather all
necessary information regarding your permit. If no other preconstruction meeting is
scheduled, you may arrange a separate meeting with only District staff.
On permits where mitigation is proposed, the permittee is required by condition to
schedule a meeting with District staff. Therefore, please check your permit conditions to
determine whether or not a preconstruction meeting is required.
Please feel free. to call Karen Boles at (321) 676-66.16 to notify us of your preconstruction
meetings, or to arrange a meeting with District staff.
cc: file copy
Consultant
PDS -CI
GOVERNING BOARD
Ometrias D. Long, CHAIRMAN David G. Graham, VICE CHAIRMAN R, Clay Albright, SECRETARY Duane Ottenstroer, TREASURER
APOPKA JACKSONVILLE OCALA . JACKSONVILLE
W. Leonard Wood John G. Sowinskl William Kerr Ann T. Moore Susan N. Hughes
St. John's River
Water Management District
Kirby B. Green III, Executive Director s David W. Fisk, Assistant Executive Director • Mike Slayton, Deputy Executive Director
John Juilianna, Palm Bay Service Center Director, Regulatory
525 Community College Parkway S.E. • Palm Bay, FL 32909 • (321) 9844940
On the Internet at www.sjrwmd.com.
Holders of General Permits
Dear Permittee:
Please be advised that the District has not published a notice in the newspaper advising the public that it is
issuing a permit for this proposed project. Publication, using the District form, notifies members of the
public (third.parties) of their rights to challenge the issuance of the permit. If proper notice is given by
publication, third parties have a 21 -day time limit on the time they have to file. a petition opposing the
issuance of the permit. If you do not publish, a party's right to challenge the issuance of the general
permit extends for an indefinite period of time. If you wish to have certainty that the period for filing
such a challenge is closed, then you may publish, at your own expense, such a notice in a newspaper of
general circulation within the affected area. A copy of the form of the notice and a list of newspapers of
general circulation, usually used by the District, is attached for your use; however, you do not have to use
only those newspapers listed. This publication need only occur once. Once the notice is published, the
newspaper will return to you an affidavit as proof of publication. To corriplete your file with the District,
submit this original affidavit of publication to:
Gloria Lewis, Director
Division of Permit Data Services
P.O. Box 1429
Palatka, FL 32133429
Enclosed is a sample package used for newspaper. noticing by the District. The package includes:
*Page 2 - 'A copy of an example notice that District staff uses is included to
provide guidance on the language to be used in the notice. This
T -language satisfies the legal requirements for noticing.
*Page 3 - A copy of a sample notice. to be published is also included. Complete
this .form with your permit information and submit to a newspaper cr
general circulation.
*Page 4 - The name, address, telephone number and facsimile for newspapers
of general circulation are provided. This is the newspaper typically
used by the District to advertise permits that are issued by the
Governing Board.
if I can be of further assistance, please contact me at (386) 3294235 or Mary McKinney at (386) 329-
4400.
Sincerely,
for
Gloria Lewis, Director
Division of Permit Data Services
GOVERNING BOARD
David G. Graham, CHAIRMAN John G. SOWinskl, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, TREASURER
JACKSONVILLE ORLANDO BUNNELL JACKSONVILLE
R. Clay Albright Susan N. Hughes William W. Kerr Ometrias D. Long W. Leonard Wood
- EXAMPLE FORM -
NOTICE OF AGENCY ACTION TAKEN BY THE
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
Notice is given that the following permit was issued on 11/27/95:
ACME HOMES CO., INC.,,1201 W. 15th Street, Palatka, FL .32177, permit # 42407-0001..
The project is located in Putnam County Section 23, Township 07 South, Range 34 East. The
permit authorizes A . SURFACE MANAGEMENT SYSTEM ON 20 ACRES TO SERVE A
SINGLE-FAMILY'`ESIDENTIAL SUBDIVISION known as Blue Meadows. The receiving
waterbody is ST. JOHNS RIVER.
.The files) containing the application for the above listed permit is available for inspection
Monday through Friday except fo'r legal holidays, 8:00 a.m. to 5:00 p.m. at the St. Johns. River
Water Management District (District) Headquarters, 4049 Reid .Street, Palatka., FL 32178-
1429. A person whose substantial interests are affected by the District permitting decision may
petition for an administrative hearing in accordance with sections 120.569 and 120.57, Florida
Statutes, or may choose to pursue mediation as an alternative remedy under section 120.573,
Florida Statutes, before the deadline for filing a 4 petition. Choosing mediation will not
adversely affect the right .to a hearing if mediation does not result in a settlement. The
procedures for pursuing mediation are set forth in section 120.573, Florida Statutes, and rules
28406.111 and 28406.401-.404 Florida Administrative Code. Petitions must comply with the
requirements of Florida Administrative Code Chapter 28-106 and be filed with (received by)
the District Clerk located at District Headquarters, Highway 100 West, Palatka, FL 32177.
Petitions for administrative hearing on the above application(s) must be filed within twenty-
one (21) days of publication of this notice or tx O. -in twenty-six (26) days of the District
depositing notice of this intent in the mail for those persons to whom the District mails actual
notice. Failure to file a petition within this time period shall constitute a waiver of any right(s)
such person(s) may have to request an administrative determination (hearing) under sections
120.569 and 120.57, F.S., concerning the subject permit. Petitions that are not filed in
accordance with the above provisions are subject to dismissal.
Because the administrative hearing process is designed to formulate final agency action, the
filing of a petition means that the District's final action may be different from the position
taken by it in this notice of intent. Persons whose substantial interests will be affected by any
such final decision of the.District on the applicant have the right to petition to .become a party
to the proceeding, 'in accordance with the requirements set forth above.
NOTICE OF AGENCY ACTION TAKEN BY THE
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
Revised September 8, 2000 2
H:/pds/data/Holders of General Permits
Notice is given that the following permit was issued on
(Name and address of applicant) permit
. The project is located in County, Section
Township South, Range East. The permit authorizes A
SURFACE WATER MANAGEMENT SYSTEM ON ACRES: TO SERVE
known as
. The receiving water body is
The file(s) containing the application for the above listed permit is available for inspection
Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the St. Johns River
Water Management District (District) Headquarters, 4049 Reid Street, Palatka, FL 32178-
1429. A person whose substantial interests are affected by the District permitting decision may
petition for an administrative hearing in accordance with sections 120.569 and 120.57, Florida
Statutes, or may choose to pursue mediation as an alternative remedy under section 120.573,
Florida Statutes, before the deadline for filing a petition. Choosing mediation will not
adversely affect the right ter a hearing if mediation does not result in a settlement. The
procedures for pursuing mediation are set forth in section 120.573, Florida Statutes, and rules
28-106.111 and 28-106.401-.404 Florida Administrative Code. Petitions must comply with the
requirements of Florida Administrative Code Chapter 28406 and be filed with (received by)'
the District Clerk located at District Headquarters, Highway 100 West, Palatka, FL 32177.
Petitions for administrative hearing on the above application(s) must be filed within twenty-.
one (21) days of publication of this notice or within twenty=six (26) days of the District
depositing notice of this intent in the mail for those persons to whom the District mails actual
notice: Failure to file a petition within this time.period shall constitute a waiver of any right(s)
such person(s) may have to request an administrative determination (hearing) under sections
120.569 and 120.57, F.S., concerning the subject permit. Petitions that are not filed in
accordance with the above provisions are subject to dismissal.
Because 'the administrative hearing process is designed to formulate final agency action, the
filing of a petition means that the District's final action may be different from the position
taken by it in this notice of intent. Persons whose substantial interests will be affected by any
such final decision of the District on the applicant have the right to petition to become a .parry
to the proceeding, in accordance with the requirements set forth above.
Revised September 8, 2000 3
H:/pds/data/Holders of General Permits
ALACHUA
The Alachua County Record
Legal Advertising
P. O. Box 806
Gainesville, FL 32602
352-377-2444/fax 352-338-
1986
BASER
Baker County Press
Legal Advertising
P. O. Box:,598
Maclenny, FL 32063
904-259-2400/fax 904-259-
6502
BRADFORD
Bradford County Telegraph
Legal Advertising
P. O. Drawer A
Starke, FL 32901
904-964-6305/fax 904-964-
8628
BREVARD
Florida Today, Legal
Advertising
P. O. Box 419000
Revised September 8,2000
H:/pds/data/Holders of General Permits
Melbourne, FL 32941-9000
321-242-3500/fax 321-242-
6618
-CLAY
Clay Today, Legal Advertising
1560 Kinsley Ave., Suite 1
Orange Park, FL 32073
904-264-3200/fax 904-269-
6958
DUVAL -I
Florida Times Union
Legal Advertising
1 Riverside Avenue
Jacksonville, FL 32202
904-3594321/fax 904-359-
4180
FLAGLER
Flagler Tribune, c/o News
Journal
P. O. Box 2831
Daytona Beach, FL 32120-
2831
386-252-1511/fax 386-252-
6735
INDIAN RIVER
Vero Beach Press Journal
Legal Advertising
P. O. Box 1268
0
Vero Beach, FL 32961-1268
772=978-2214/fax 772-978-
2340
LASE
Daily Commercial
Legal Advertising
P. O. Drawer 490007
Leesburg, FL 34749
352-787-0902/fax 352-365-
1951
MARION
Ocala Star Banner, Legal
Advertising
2121 SW 19"' Avenue Road
Ocala, FL 34474
352-867-4010/fax 352-867-
4126
NASSAU
News -Leader, Legal
Advertising
P. O. Box 766
Fernandina Beach, FL 32035
904-261-3696/fax 904M261-
3698
OSEECHOBEE
Okeechobee News
Legal Advertising
P. O: Box 639
Okeechobee, FL 34973=0639
863-763-3134/fax 863-763-
5901
ORANGE
Sentinel Communications
Legal Advertising
633 N. Orange Avenue
Orlando, FL 32801
407-420-5160/fax 407-420-
5011
OSCEOLA
Little Sentinel
Legal Advertising
633 N. Orange Avenue
Orlando, FL 32801
407420-5160/fax 407-420-
5011
POLK
Lakeland Ledger. Publishing
Co.
Legal Advertising
P. O. Box 408
Lakeland, FL 33802
863-802-7355/fax 863-802-
7814
PUTN"
Palatka Daily News
Legal Advertising
P. O. Box 177
Palatka, FL 32178
386-312-5200/fax 386-312-
6664
S::J0
. JOINS
St. Au.tMine Record
Legal Advertising
P. O. Box 1630
St: Augustine, FL 32085
904429-6562/fax 904-819-
3559
SEMINOLE
Seminole Herald
Legal Advertising
300 North French Avenue
Sanford, FL 32771
407-322-2611/fax 407-323-
9408
VOL USM
News Journal Corporation
Legal Advertising
P. O. Box 2831
Daytona Beach, FL 32120-
2831
386-252-1511/fax 386-255-
6735
5
MSSW/STORMWATER AS -BUILT CERTIFICATION
BY A REGISTERED PROFESSIONAL*
PROJECT NAME:
INSPECTION DATE(S):
FORM EN -45
40C-4, F.A.C.
40C42, F.A.C.
I HEREBY CERTIFY THAT ALL COMPONENTS OF THIS STORMWATER MANAGEMENT SYSTEM HAVE BEEN BUILT
SUBSTANTIALLY IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND IS READY FOR INSPECTION, ANY
SUBSTANTIAL DEVIATIONS (NOTED BELOW) FROM THE APPROVED PLANS AND SPECIFICATIONS WILL NOT PREVENT THE
SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTERS 40C-4, 4OC-41, OR 40C42, F.A.C, (AS
APPLICABLE), WHEN PROPERLY MAINTAINED AND OPERATED, THESE DETERMINATIONS HAVE BEEN BASED UPON ON-SITE
OBSERVATION OF THE SYSTEM CONDUCTED BY ME OR BY MY DESIGNEE UNDER MY DIRECT SUPERVISION AND/OR MY
REVIEW OF AS -BUILT PLANS CERTIFIED BY A REGISTERED PROFESSIONAL OR LAND SURVEYOR LICENSED IN THE STATE OF
FLORIDA.
NAME (please print)
COMPANY NAME
COMPANY ADDRESS
CITY, STATE, ZIP CODE
TELEPHONE NUMBER
SIGNATURE OF PROFESSIONAL
FLORIDA REGISTRATION NUMBER
DATE
(Affix Seal)
SUBSTANTIAL DEVIATIONS FROM THE APPROVED PLANS AND SPECIFICATIONS:
(NOTE: ATTACH TWO COPIES OF AS -BUILT PLANS WHEN THERE ARE SUBSTANTIAL DEVIATIONS)
WITHIN 30 DAYS OF INSPECTION OF THE SYSTEM, SUBMIT TWO COPIES OF THIS FORM TO:
DMSION OF PERMIT DATA SERVICES
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
P.O. BOX 1429
PALATKA, FL 32178-1429
* A REGISTERED PROFESSIONAL IS DEFINED IN SUBSECTION 40C-42.021(1) AS "A PROFESSIONAL REGISTERED IN FLORIDA WITH THE
NECESSARY EXPERTISE IN THE FIELDS OR HYDROLOGY, DRAINAGE, FLOOD CONTROL, EROSION AND SEDIMENT CONTROL, AND
STORMWATER POLLUTION CONTROL TO DESIGN AND CERTIFY STORMWATER MANAGEMENT SYSTEMS", EXAMPLES OF REGISTERED
PROFESSIONALS MAY INCLUDE PROFESSIONAL ENGINEERS LICENSED UNDER CHAPTER 471, F.S., PROFESSIONAL LANDSCAPE ARCHITECTS
LICENSED UNDER CHAPTER 481, F.S., AND PROFESSIONAL GEOLOGISTS LICENSED UNDER CHAPTER 492, F.S., WHO HAVE THE REFERENCED
SKILLS.
FORM 40C-1.181(13) EFFECTIVE 3/21/93
MSSW STORMWATER REGISTERED PROFESSIONAL'S*
INSPECTION REPORT
PERMIT NUMBER:
PROJECT NAME:
INSPECTION DATE(S):
INSPECTION RESULTS: (CHECK ONE)
FORM EN,46
400-4, F.A.C.
40G419 F.A.C.
40C401 FA:C.
I HEREBY VERIFY THAT I OR MY DESIGNEE UNDER MY DIRECT SUPERVISION HAVE INSPECTED THE SYSTEM AT THE
ABOVE REFERENCED PROJECT AND THAT THE SYSTEM APPEARS TO BE FUNCTIONING IN ACCORDANCE WITH THE
REQUIREMENTS OF THE PERMIT AND CHAPTERS 40C4, 40C41; OR 40C42, F.A.C., (AS APPLICABLE). THE FOLLOWING
NECESSARY MAINTENANCE WAS CONDUCTED:
I HEREBY CERTIFY THAT I OR MY DESIGNEE UNDER MY DIRECT SUPERVISION HAVE INSPECTED THE SYSTEM AT
THE ABOVE REFERENCED PROJECT AND THAT THE SYSTEM DOES NOT APPEAR TO BE FUNCTIONING IN ACCORDANCE WITH
THE REQUIREMENTS OF THE PERMIT AND CHAPTERS 40C4, 4OC-41, OR 40C42, F.A.C., (AS APPLICABLE). I HAVE INFORMED
THE OPERATION AND MAINTENANCE ENTITY OF THE FOLLOWING: (A) THAT THE SYSTEM DOES NOT APPEAR TO BE
FUNCTIONING PROPERLY, (B) THAT MAINTENANCE IS REQUIRED TO BRING THE SYSTEM INTO COMPLIANCE, AND (C) IF
MAINTENANCE MEASURES ARE NOT ADEQUATE TO BRING THE SYSTEM INTO COMPLIANCE, THE SYSTEM MAY HAVE TO BE
REPLACED OR AN ALTERNATIVE DESIGN CONSTRUCTED SUBSEQUENT TO DISTRICTS' APPROVAL.
NAME (please print)
COMPANY NAME
SIGNATURE OF PROFESSIONAL
FLORIDA REGISTRATION NUMBER
COMPANY ADDRESS DATE
CITY, STATE, ZIP CODE
TELEPHONE NUMBER (Affix Seal)
WITHIN 30 DAYS OF COMPLETION OF THE SYSTEM, SUBMIT TWO COPIES OF THIS FORM TO;
DEPARTMENT OF RESOURCE MANAGEMENT
DIVISION OF PERMIT DATA SERVICES
ST, JOHNS RIVER WATER MANAGEMENT DISTRICT
P.O. BOX 1429
PALATKA, FL 32178-1429
* A REGISTERED PROFESSIONAL IS DEFINED IN SUBSECTION 40C42,021 (I) AS "A PROFESSIONAL REGISTERED IN FLORIDA WITH THE
NECESSARY EXPERTISE IN THE FIELDS OR HYDROLOGY, DRAINAGE, FLOOD CONTROL, EROSION AND SEDIMENT CONTROL, AND
STORMWATER POLLUTION CONTROL TO DESIGN AND CERTIFY STORMWATER MANAGEMENT SYSTEMS". EXAMPLES OF REGISTERED
PROFESSIONALS MAY INCLUDE PROFESSIONAL ENGINEERS LICENSED UNDER CHAPTER 471, F.S., PROFESSIONAL LANDSCAPE ARCHITECTS
LICENSED UNDER CHAPTER 481, F.S., AND PROFESSIONAL GEOLOGISTS LICENSED UNDER CHAPTER 492, F.S., WHO HAVE THE REFERENCED
SKILLS.
FORM 40G1.{ 61(15)
EFFECTIVE 3/21)93
Permit Number:
Project Name:
Control Structure(s)
St. Johns River Water. Management District
Annual Status Report for
Surface Water Management System Construction
(Required whenever construction duration exceeds one (1) year)
St. Johns River Water Management District
Post Office Box 1429
Palatka, FL 32178-1429
Percent of
Completion
Benchmark Description (one per major control structure)
Lake(s)
Ditch(es) /
Swale(s)
Exfiltration
Trench
Dry Area(s)
Berm(s)
Surface Water
Management
Works
Print Name
Permittee's or Authorized
Agent's Signature
HAPDSTORMSSN-56.1)OC
form 40C-4.900(4)
Percent of
Completion
Phase:
Date of Anticipated
Completion
Phone
Date of
Anticipated
Completion
Title and Company
Address
FORM EN - 56
Date of
Completion
Date of .
Completion
Date
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
Construction Commencement Notice
St. Johns River Water Management District
Palm Bay Service Center
525 Community College Parkway, SE
Palm Bay, FL 32909
PROJECT:
PHASE:
FORM EN - 57
I hereby notify the St. Johns River Water Management District that the construction of the surface water
management system authorized by Environmental Resource Permit Number
has commenced/is expected to commence on
199_, and will require a
duration of approximately months weeks days to complete. It is understood that should
the construction term extend beyond one year, I am obligated to submit the Annual Status Report for Surface
Water Management System Construction for no. 40C=4.900(4).
PLEASE NOTE: If the actual construction commencement date is not know, District staff should be so notified
in writing in order to satisfy permit conditions.
Permittee's or Authorized
Agent's
Telephone
H:\PDS\FORMS\EN-57.DOC
Form 40C-4.900(3)
Title and Company
Address
Date
APPENDIX `B'
FLORIDA EROSION & SEDIM'
CONTROL I
CHAPTEI
R MANUAL
"BEST MANAGEMENT
)R EROSION
ES
DIMENTATION CONTROL"
CONTRACTOR TO REFER TO THE WEB SITE LISTED BELOW
http://www,dep.state,fl,us/water/nonpoinVero man.htm
Appendix B -BMP
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between 43rd Ave & 27th Ave\Bid Documents\APPENDIX B -
CHAPTER 4 BEST MANAGEMENT PRACTICES.doc
APPENDIX `C'
As -Built Record Survey Checklist
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between 43rd Ave & 27th Ave\Bid Documents\APPENDIX C - AS
BUILT SURVEY CHECKLIST.doc
RECORD/AS-BUILT DOCUMENTS
GENERAL
A. Maintain and provide the ENGINEER with record documents as specified below,
except where otherwise specified or modified in Divisions the Supplementary
Conditions.
B. Maintenance of Documents:
1. Maintain in CONTRACTOR's field office in clean, dry, legible condition
complete sets of the following: Drawings, Specifications, Addenda, approved
Shop Drawings, samples, photographs, Change Orders, other modifications of
Contract Documents, test records, survey data, Field Orders, and all other
documents pertinent to CONTRACTOR'S Work.
2. Provide files and racks for proper storage and easy access.
3. Make documents available at all times for inspection by ENGINEER and
OWNER.
4. Do not use record documents for any other purpose and do not remove them
from the field office.
C. Recording:
1. Label each document "PROJECT RECORD" in 2 -inch high printed letters.
2. Keep record documents current.
3. Do not permanently conceal any Work until required information has been
recorded.
RECORD -ASBUILT DRAWINGS
A.
During the entire construction operation, the CONTRACTOR shall maintain
records of all deviations from the Drawings and Specifications and shall prepare
therefrom "record" drawings showing correctly and accurately all changes and
deviations from the work, made during construction to reflect the work as it was
actually constructed.
01720-1 01720 Record Documents
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between
43rd Ave & 27th Ave\Bid Documents\01720 StandardCnty Surveyor - Record
Documents master 2-2008 REV MOB 3-12-08.doc
Be
Record/As-Built survey shall be performed and subsequent plans prepared by a
registered Professional Surveyor and Mapper in the state of Florida and certified
per standards as set forth within Florida Statutes, Administrative code and
Minimum Technical Standards forthat type of survey. All said surveying mentioned
above shall be performed under the direct supervision of a registered Professional
Surveyor and Mapper in the state of Florida accordingly.
The following items are required to be shown on County project Record/As-Built
drawings submitted to ENGINEER:
C.
As per Chapter 472, Florida Statutes and Chapter 61G17-6.007 Florida
Administrative Code As -Built — Record — Specific Purpose Surveys:
A Professional Surveyor and Mapper licensed in the state of Florida shall provide
an adequate Record/As-Built survey as it relates to the regulations and standards
established for said surveys.
AND
Field measurements of vertical or horizontal dimensions of constructed
improvements shall be obtained so that the constructed facility can be delineated
in such a way that the location of the construction may be compared with the
construction plans. Clearly shows by symbols, notations, or delineations, those
constructed improvements located by the survey.
1. Right-of-way Swale/Drainage—All culvert inverts elevations and station offsets;
inlet grate and bottom elevations; swale beginning and end bottom elevations;
and highs and lows along top of bank. Size of swale.
2. Pipe Culvert/PVC Sleeves — All inverts, stations and offsets.
3. Outfalls — All pipe inverts elevations and station offsets, weir box elevations,
weir elevation, and sizes.
4. Roadway/Off Site Drainage — All inverts elevations and station offsets;
manhole top elevation; grate top elevations.
5. Retention Ponds — Perimeter elevations, grade breaks, depths, and calculate
pond area at control elevation and grade breaks above water surface.
01720-2 01720 Record Documents
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between
43rd Ave & 27th Ave\Bid Documents\01720 StandardCnty Surveyor - Record
Documents master 2-2008 REV MOB 3-12-08.doc
D.
6. Roadway:
a. Stations and offset related to controlling baseline and elevations of all
structures, side street and major driveway radius returns (edge of
pavement), bends and/or change in direction of roadway alignment, OR
minimum at 1000' intervals along roadway alignment.
b. Elevations along Profile Grade Line (PGL), of all edge of pavements either
side of Profile Grade Line (PGL), at medians at the high/low and PVI
points along Profile Grade Line (PGL).
c. All final Elevations to be plotted on PGL AND Plan - Profile sheets as
applicable.
d. Elevations of edge of pavement and flow line at curb inlets and on the
adjacent edge of pavement at curb inlets.
1. Survey Control: Install/re-establish new roadway alignment control points
(Survey Baseline or controlling line and all points as indicated on the plans or
control sheet) upon final roadway completion. Include all intersections and side
streets. State Plane Coordinates and elevations for all control points.
2. Either if shown on plans or not: Any Public Land Corner or Governmental
Survey Control point(s) destroyed and/or disturbed during the scope of the
project shall be properly re-established as per standards as set forth within
Florida Statutes, Administrative code and Minimum Technical Standards for
that type of survey. All said surveying mentioned above shall be performed
under the direct supervision of a registered Professional Surveyor and Mapper
in the state of Florida and certified accordingly. Said Governmental agency(s)
shall be notified in writing of disturbance and re -establishments.
RECORD/AS-BUILTS DRAWINGS FORMAT - SUBMITTALL
A. ENGINEER will supply the CONTRACTOR with the electronic file of the
approved construction plans for the input of the As -Built information.
B. CONTRACTOR shall deliver seven (7) certified sets of Record/As-Builts with
an Electronic Drawing files prepared in AutoCAD 2007 AND PDF format or in
current version as agreed by the ENGINEER.
01720-3 01720 Record Documents
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between
43rd Ave & 27th Ave\Bid Documents\01720 StandardCnty Surveyor - Record
Documents master 2-2008 REV MOB 3-12-08.doc
C. CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record
drawing(s). Said drawing(s) shall clearly state, type of survey, positional
tolerances, adhere and be certified to by a registered Professional Surveyor
and Mapper in the state of Florida, any standards set forth by Florida
Statutes, Administrative code and Minimum Technical Standards for As-
Built/Record surveys.
D. All Record/As-Built drawings are subject to review and approval by County
Surveyor.
E. Payment for Record Drawings, Review of Electronic As-Builts and signing
and sealing As-Builts shall be made under:
Pay Item No. — Record Drawings — Lump Sum
ACCURACY
The CONTRACTOR will be held responsible for the accuracy and completeness of
Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding
utilities as a result of incorrect data furnished by the CONTRACTOR.
COMPLETION OF WORK
Upon Substantial Completion of the Work, deliver Record/As-Built Drawings to
ENGINEER. Final payment will not be made until satisfactory record documents are
received and approved by ENGINEER.
+ + END OF SECTION + +
01720-4 01720 Record Documents
F:\Engineering\Capital Projects\0604-12th St Sidewalk Improve between
43rd Ave & 27th Ave\Bid Documents\01720 StandardCnty Surveyor - Record
Documents master 2-2008 REV MOB 3-12-08.doc