KEY MARCO COMMUNITY DEVELOPMENT DISTRICT EXISTING PAVEMENT CONDITIONS
AND RECOMMENDATIONS REPORT

Prepared for:

KEY MARCO COMMUNITY DEVELOPMENT DISTRICT
c/o Katie Maline, Manager
Key Marco Homeowners Association 505 Whiskey Creek Drive Marco Island, Florida 34145

Prepared by:

2350 Stanford Court
Naples, Florida 34112
ES 642

June 2017

0034159-004

TABLE OF CONTENTS

1.0
2.0	PURPOSE OF STUDY....................................................................................................
BACKGROUND ON FLEXIBLE PAVEMENTS..........................................................	1
2	
2.1	How Pavement Ages .....................................................................................................	2	
2.2	Pavement Preservation ..................................................................................................	2	
2.3	Pavement Condition Assessment Methods....................................................................	2	
2.4	Definitions of Pavement Distresses ...............................................................................	3	
3.0	OBSERVATIONS ...........................................................................................................	7	
3.1	Visually Apparent Deficiencies.....................................................................................	7	
4.0	20 YEAR PAVEMENT MAINTENANCE PLAN .........................................................	12	
5.0	CONCLUSIONS AND RECOMMENDATIONS ..........................................................	13	

FIGURES

Figure 1	Field Observations

ATTACHMENTS
Attachment 1	Special Conditions and Concerns

Attachment 2	Maintenance Schedule and Preliminary Cost Estimate

1.0 PURPOSE OF STUDY
The following summary has been developed to assist Key Marco Community Development District in determining the course of action to be taken regarding continuing maintenance and/or rehabilitation of the existing flexible pavement roadway network within the District.
This document is intended to assist the community's stakeholders understanding of current pavement conditions based on a visual inspection and recommendations by Johnson Engineering, Inc.
The scope of the condition summary is to provide basic information necessary for determining applicable pavement rehabilitation strategies. All pavement systems require regular maintenance. It is suggested the Key Marco Community Development District (KM CDD) and/or their representative(s) information presented within and conduct such evaluations on a regular basis pavement performance and distresses throughout the life of the pavement.

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BACKGROUND ON FLEXIBLE PAVEMENTS
How Pavement Aces

Several factors are responsible for the degradation and service life of pavement over time. The initial design of the pavement is one of the most important factors as flexible pavement needs to be designed for the loads it is intended to carry. Not all asphalt is the same. Each pavement system is constructed differently based on underlying base conditions, anticipated traffic volumes, and intended usage. Environmental factors such as moisture infiltration into the supporting base and sub-base, heat and cold cycles, and vegetative growth affect how well the sub-base supports the pavement. The routine maintenance effort applied to a pavement also affects pavement life. Damage or fatigue appears slowly at first, and then gradually accelerates, accumulating and becoming visible as structural distress continues over time. Reduced ride quality and aesthetics of in-place materials become evident. If distress is observed and corrected in a timely manner, low cost strategies can maintain the road closer to its original condition. The need for early maintenance is typically not apparent or visible and treatment is often not initiated until after the problem has surfaced. If early treatment is neglected or postponed, the accumulated damage will require a higher cost repair. Recognizing damage before it becomes excessive is the key to sustaining a low-level, cost effective maintenance program.
Pavement Preservation
Pavement preservation is often a top priority for communities. An effective pavement preservation program protects the owner's investment and improves lifecycle performance. Pavement preservation includes a wide range of Pavement Maintenance (PM) techniques that are applied when the pavement is still in relatively good condition. PM strategies for flexible pavements can include sealcoats such as chip seals, slurry seals, micro-surfacing, thin asphalt overlays, and crack sealing. These treatments are often utilized to reduce the amount of water that may infiltrate the pavement's sub-base, slow the rate of deterioration (oxidation) of the asphalt material itself, and correct surface roughness.
Pavement Condition Assessment Methods

There are many methods available for assessing the functional and structural condition of pavements. The method of condition assessment is typically a function of an owner's needs and available resources. Condition assessment may include visual inspections, friction testing, roughness testing, testing with ground penetrating radar, structural testing using a falling weight deflectometer, and minimal destructive testing using cores or other methods to assess pavements and base thicknesses. The gathering of data using testing and notations of the types or extents of distresses based on scientific testing data can be very costly.
Visual condition surveys (or distress surveys) vary from the simplistic to extremely detailed and complex. On the simple end of the scale is a windshield survey where pavement surveyors drive

JUNE 2017	- 2 -

along the roadway or shoulder of the road and rate the pavement based upon the surface distresses noted. The obvious shortcoming with this method is that when rehabilitations are recommended, the analyst has no method of determining what types of distresses influenced the overall rating. The analyst only knows that the road is in a certain condition or state based on visual analysis. Often times the most appropriate evaluation method, especially for a residential roadway system such as this, is a combination of both visual inspection and some of the less invasive testing methods.
Definitions of Pavement Distresses

Alligator Cracking
Description: Alligator cracking is a load-associated structural failure. The failure can be either in the surface, base or sub-base. Permanent deformation (rutting) does not have to be present for there to be alligator cracking. Cracking may begin first in the wheel path, usually as longitudinal cracking. Further stress creates an alligator pattern. If the surface is very flexible, the longitudinal crack will become wider and an alligator pattern may not develop until severe distress sets in. The proper solution for both alligator and longitudinal cracking is the same since structural failure is taking place in both cases.
Low: Longitudinal disconnected hairline cracks no greater than 1/8 inch wide running parallel to each other; initially may be only a single crack in the wheel path, but could also look like an alligator pattern.
Moderate: Longitudinal cracks in wheel path(s) forming an alligator pattern; cracks may be lightly spalled and are about an 1/8 inch to 1/4 inch wide.
High: Cracking has progressed so that pieces appear loose with severely spalled edges; cracks are probably 1/4 inch wide or greater; pumping of fines through the cracks may be visible on the pavement surface; potholes may be present.
Edge Cracking (Edge Deterioration)
Description: Edge cracking is similar to alligator cracking only located within 1 to 2 feet of the edge of pavement. Failure begins at the edge of the road and progresses toward the wheel path. Pavement edge distress can result in deterioration of the wheel path condition; allowing moisture intrusion in the sub-grade soils and base materials. This cracking may occur in combination with other distresses. Longitudinal cracking in asphalt pavements due to concrete base course widening is also included in edge cracking. This type of cracking generally occurs 1 to 2 feet from the outer edge of pavement and parallel to it. The frequency is usually extensive or completely through the entire section.

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Low: Hairline cracks just beginning to show; cracks are random with no pattern; cracks may be up to 1/4 inch wide.
Moderate: Cracks are wider, being from 1/4 inch to 1/2 inch in width or an alligator pattern of cracks more than a foot in width measured from the pavement edge.
High: Cracks greater than 1/2 inch or alligator sections which have failed; pieces of pavement may be loose, missing or potholes may be present.
Failures (Potholes / Spalls / Shear Failures)
Description: Sections with scattered potholes and shear failures are difficult to evaluate. Potholes may represent spot alligator cracking sections of a high severity level. Regions surrounding the potholes can vary in severity level. Another difficulty in rating potholes, spalls or shear failures is that maintenance forces use of spot, skin or deep patching to try to repair them. Consequently, the following rating system was developed:
All potholes, spalls, or localized shear failures shall be considered as high severity. When failures are repaired by spot, hit and run, base repairs and patching or machine patching, they may still be classified as failures in addition to being patches. Small repaired potholes and shear failures can be still classified as failures. No pothole, spall, or shear failure will be rated low or moderate severity. Failures will be recorded when the area failed is equal to or greater than 2 foot by 2 foot of the segment area, set as a Standard Industry Practice.
Patching
Description: Patching is defined as any surface area of the existing pavement that indicates some type of maintenance repair has taken place. These patched areas may be skin patches or armor coats, full depth patches or overlays. They may be at spot locations, along edges, in wheel paths, across the entire surface for various distances or a combination of any of these. Crack sealing shall not be considered as patching. Patching will be recorded when the area of patches is equal to or greater than 1% of the segment area.
Good: The quality and condition of the patch is excellent. Patches show no distress such as cracking or raveling.
Poor: Patches are showing some distress. Edges of the patch are abrading. Hairline cracks are beginning to show. Patches are failing showing multiple cracks and distortion or the edges of patches are separating.
Small patches repairing potholes or shear failures are also classified as failures. An application of a good armor coat or machine patch does not necessarily imply that

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failures are present. Conversely, application of a good armor coat or machine patch may reduce the extent of failures. The rater may choose to eliminate failures from a segment after the application of a good armor coat or machine patch has been performed.
Longitudinal Cracking

Description: Longitudinal cracking can be observed in the wheel paths, at lane joints, such as centerline and surface/shoulder joints. Those cracks located along the centerline and lane/shoulders area are often due to the quality of construction practices. Longitudinal cracks in the wheel paths are due primarily to vehicle load, while those occurring between the wheel paths can be thermal or as a consequence of shear failure.
Low: A continuous or discontinuous hairline to 1/4 inch in width crack running parallel to centerline of the pavement. The distress may be manifested as only a single crack, but could, due to it being disconnected, be somewhat similar to multiple or alligator cracking.
Moderate: Those cracks parallel to the centerline of the pavement and are about a 1/4 to 1/2 inch in width.
High: Those single longitudinal cracks wider than 1/2 inch in width.
Raveling / Weathering

Description: Raveling is the wearing away of the pavement surface caused by dislodging of aggregate particles in mixes that are low in asphalt binder. This can be caused by poor construction practices, weather, and traffic elements.
Low: Minimal aggregate loss; small amounts of pitting may be detected; aggregate or binder has started to wear away.
Moderate: Nominal aggregate loss; small areas stripped away.
High: Pitting, stripping, and erosion of aggregate; large sections greater than one square foot may be evident.
Rutting 

Description: A rut is a surface depression in the wheel path caused by permanent deformation in any pavement layers or sub-grade due to traffic load applications.
Transverse Crack

Description: Transverse cracks are those considered to extend greater than 3/4 of the width of the pavement generally perpendicular to the centerline of the pavement. Cracks extending less than 3/4 of the width of the pavement will be considered random or grid block cracks. The cracks generally result from thermal or other environmental conditions.

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KEY MARCO COMMUNITY	EXISTING PAVEMENT CONDITIONS
DEVELOPMENT DISTRICT	AND RECOMMENDATIONS REPORT

They appear in both Portland cement pavements and asphaltic concrete pavements. This type of cracking is very common in Soil Cement construction in older residential areas. It should not be confused with the random or grid block cracking.
Low: Cracks are hairline to 1/4 inch wide. Cracks have little or no spalling or depression.
Moderate: Cracks 1/4 to 1/2 inch in width generally perpendicular to pavement centerline extending the full width of the pavement.
High: Single cracks 1/2 inch to 2 inches wide, single bundles of multiple cracks, cracks spalled, and cracks with depressions or bumps near 1 inch in width.
Extreme: Single cracks greater than 2 inches wide, many bundles of multiple cracks, cracks spalled, and cracks with depressions greater than 1 inch. Cracks are quite noticeable when driven over at highway speeds. The ride can be described as "bone jarring" and "teeth rattling".
Crack Sealing
Pavement cracks are usually sealed to prevent water from entering through cracks in the flexible pavement and penetrating into the underlying base course layers. Prior to any overlays, all cracks should be sealed or milled out. Whether sealed or not, overtime the cracks will mirror or reflect back (see reflective cracking below) to the surface of the newly placed asphalt shortening the life of the overlay.
Reflective Cracking
Reflective cracks occur in asphalt overlays. These cracks reflect the crack pattern in the pavement structure underneath. These cracks will continue to show through until the full depth of the crack is milled out. If milling does not reach the full depth of the crack, the crack should be sealed prior to overlay, minimizing water intrusion.

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OBSERVATIONS
This study concentrated on the evaluation of the pavement condition by conducting a visual inspection of the roadway network within KM CDD. Please note that no pavement cores were taken as part of this analysis.
On May 15th (dry
conditions) and June 6th (rain conditions), of 2017, a site visit was performed by Johnson Engineering personnel to assess the existing pavement conditions in KM CDD. All observations made during the site visit were made by visual inspection only.

This survey was based on what the observer could visually see and record at the time of the field investigation. During the site visit, existing surface conditions were observed during the project review. Performing pavement evaluations without formal scientific non-destructive testing is impractical for evaluating in detail the severity and extent of all distress forms and existing  asphalt thickness. However, perceptions of major to moderate pavement distress are easily attained by visual evaluations at low speeds and getting out and visually reviewing isolated areas. A reasonable determination of the extent of distress can be made based on the opinion of an experienced reviewer with knowledge of flexible pavements. A visual "windshield" survey was used to evaluate the surface conditions of segments of pavement within KM CDD. Moving from one location to the next, the surface of pavement was observed and visually noted. Upon stopping
at designated inspection sites on the existing flexible pavement, the evaluator weighed the severity and extent of the distresses observed with what was observed as "normal" onsite i existing conditions at the time of the visual survey.
Visually Apparent Deficiencies

Alligator Cracking
Evidence of this type of cracking was found at numerous locations within roadway network of Whiskey Creek Dive and Blue Hill Creek Drive. If not completely removed prior to a new asphalt overlay, the cracks will likely reflect through to the new surface overtime as the new asphalt cures. If not removed via milling, all cracks should be sealed prior to paving to help aid in reflection reduction and delay the transfer of existing cracks through the proposed overlay surface. The only way to completely eliminate reflective cracking is to physically remove and replace the existing cracked asphalt. Recommendation is to mill and resurface to full depth of cracking in existing pavement. •

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Edge Cracking
Edge cracking was observed throughout both roadways, especially near swale inlets, and should be repaired prior to paving / overlay operation. Edge cracking is occurring along the outside edge of the roadway. The cracking is likely from inconsistent settling with the inlets which is causing the flexible pavement to crack, and also allowing water to penetrate the exposed base rock. The pronounced height of roadside turf delays stormwater (rain runoff) from transferring from pavement to turf and contributes to edge cracking. If not removed entirely during milling, moderate to severe cracks should be sealed. Overtime the conditions will worsen if not corrected. Isolated base repair may be needed in the areas where edge cracking is severe and base deterioration has occurred.

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Patching

Patching due to utilities, drainage repair, or pavement wear was not notable for either Whiskey Creek Drive or Blue Hill Creek Drive. any patches may need base repair if settlement is observed before milling and resurfacing.
Longitudinal Cracking
Longitudinal cracking occasionally accompanied edge cracking and similar to alligator cracking, these cracks should be monitored overtime. These cracks should be sealed or the asphalt should be replaced to prevent water intrusion into the sub-base, which may cause fatigue overtime.
Raveling / Weathering
Some weathering and oxidation is occurring at various locations. Sealing would slow further deterioration and help to prolong the remaining lifecycle. Future milling and resurfacing will remove minor weathering.

3.1.6. Rutting
Rutting was not observed throughout KM CDD. This condition is typically an indication of base settlement and should be repaired before milling and resurfacing operations take place. A portion of the west end of Blue Hill Creek Drive ( a section in north part of "loop") was repaired for "rutting" in 2013 and appears to be in stable condition.

JUNE 2017	-9-

Transverse Cracking
Transverse cracking was not observed throughout the site of any significant size. Though small, overtime they will gradually become larger with no preventative maintenance, allowing water seepage to the base.
Asphalt Heaving / Displacement
KM CDD roadways utilize swale instead of curb/gutter drainage without larger trees or shrubs near edge of pavement. Maintaining current landscaping practices to keep tree and large shrub root systems outside of the roadway swale system should continue to prevent this type of pavement damage.
Settlement

Settlement was observed throughout the site, occurring mostly in isolated edge of pavement and inlets at both end of Whiskey Creek Drive Bridge. Prior to repaving, these locations should be further examined to determine the cause of the settlement to see if additional base is needed.

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Fluid Leakage
Fluid leakage damage was not observed. If future damage occurs then these areas should be repaired prior to any sealcoating operations and will be fully rectified after a mill and resurface operation.
In general, the overall condition of the pavement within Key Marco CDD is good to fair. It appears that the pavement is between 20-30 years old and will be approaching the end of its lifecycle in the next 3 to 10 years. However, there are isolated areas such as Whiskey Creek Drive inlets at each end of the bridge that should be repaired prior to a milling and resurfacing operation. See Figure 1 for locations of inlets.

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4.0 20 YEAR PAVEMENT MAINTENANCE PLAN
Based on existing pavement conditions visually assessed by Johnson Engineering staff, a suggested 20 year pavement plan has been developed with estimated project costs. For financial planning purposes, Key Marco CDD was separated into 3 phases, Improve Roadway Drainage, Whiskey Creek Drive and Blue Hill Creek Drive. The estimated square yard quantities for each of the phases within Key Marco CDD is 31,804 for Whiskey Creek Drive and 26,070 for Blue Hill Creek Drive. Please note that these quantities are provided for project planning purposes only and Johnson Engineering cannot guarantee the actual construction quantities at the time of the maintenance activity. A project planning level cost estimate was prepared based on a recommended maintenance schedule and the estimated quantities (see Attachment 2). The recommended maintenance plan has all activities happening in Year 1, 5, 7, 8, 13, 14, and 19 with major construction (milling and paving) in Year 5 and 8. which will limit the prolonged construction traffic to only those years. The other year's activities do not requirement major mobilization of equipment. An alternate option can have the maintenance activities staggered, allowing for the funds to be more evenly spread out. Please note that a cost estimate has only been done for the recommended maintenance schedule as overall costs for each schedule will be similar. It is recommended that prior to accepting any bid, the selected contractor be asked to verify estimated quantities of the chosen scope of work. Johnson Engineering also recommends that the milling and resurfacing activities be performed with the assistance of a qualified construction engineering and inspection (CEI) consultant to ensure the contractor is following the proper procedures and adhering to the appropriate specifications.

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5.0 CONCLUSIONS AND RECOMMENDATIONS
It is recommended, as determined by the visual inspection findings of Johnson Engineering, that the following be considered as maintenance and possible remedial solutions to the roadway pavement rehabilitation at Key Marco CDD. First, pavement conditions suggest minimal stresses from heavy loading, minimal rutting, by construction traffic, mail distributions, residential traffic, and sanitation trucks within the roadway network. The west end of Blue Hill Creek, a portion of the end loop, was rehabilitated in 2013 to eliminate rutting. Overall, the existing base is not currently showing signs of severe stresses and should be sufficient with continued maintenance and observations. However, water intrusion into the asphalt structure and base is the greatest danger at this time, evidenced by widespread edge cracking, and measures should be started to detour intrusion. As noted in Pavement Condition and Management Plan, the lowering of turf along the edge of pavement is recommended as an initial action to prolong the life of the existing asphalt.

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In addition to lowering turf along edge of pavement, it is recommended that pervious or regular 0 paver areas from edge of pavement to stormwater inlets be installed. A paver with or without openings will maintain a long-term flow path for stormwater runoff while providing a mowing surface and allowing runoff infiltration for typical small rain events that otherwise would send road runoff pollutants, oils and other small spills, entering inlets that discharge directly to nearby water or natural vegetation (mangroves).
Observation of edge cracking and runoff action during June 6th rain event support  both  the lowering of turf adjacent to pavement and performing verification that stormwater piping is free of sediment or other runoff flow blockage. At least one road swale inlet was completely turf covered	0 and one inlet was failing to convey runoff without pooling (see photos in this section) Reducing   rain runoff laying atop and traveling along edge of pavement will extend the existing pavement    life. Qualified contractors can inspect and clean stormwater piping as needed.
In general, the roadway base is in a relatively stable state and not presently showing signs of severe stresses or failures requiring expensive corrections. Overall, the pavement condition of Whiskey Creek Drive is slightly worse than Blue Hill Creek Drive. Therefore, milling and resurfacing of Whiskey Creek Drive in the next 3-5 years will likely provide required protection from surface moisture and protect the base further. Based on visual inspection, the estimated depth of the asphalt is approximately 1 inch thick, which can be confirmed during short term pavement maintenance operations or through pavement coring. Isolated base repairs should be made before the roadway is resurfaced. Blue Hill Creek Drive is in slightly better condition with less edge cracking observed. It is recommended that this road be milled and resurfaced in the next 6-8 years. A pavement re-evaluation of Blue Hill Creek Drive prior to milling and resurfacing of Whiskey Creek Drive to assess current condition and potential for unit cost savings if both phases are done simultaneously.
The abundance of gopher tortoises feeding within the roadway swale and edge of pavement is a concern when trucks and equipment will be present and traveling both Whiskey Creek Drive and Blue Hill Creek Drive. Installation of silt fence +/-3 feet from edge of pavement is recommended to provide a physical barrier to deter gopher tortoises from entering the roadway construction zone during both of the milling and paving periods.
The settlement areas at the roadside inlets at both ends of the Whiskey Creek Drive Bridge should be repaired prior to any new resurfacing. This settlement is likely caused by either minor soil intrusion into the underlying stormwater piping or, more simply, pipe installation backfill  settling.

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A recommended asphalt maintenance schedule for the next 20 years can be found in Attachment
2. The schedule shows the recommended years in which each maintenance activity should be performed. A preliminary cost estimate is associated with this schedule.
In conclusion, the current condition of the asphalt within Key Marco CDD is acceptable with likely continuing or accelerated edge cracking. As the pavement continues to age, Whiskey Creek Drive should be the priority for replacement, followed by Blue Hill Creek Drive. It is important to keep in mind that after replacing the asphalt completely, the life of the asphalt can be extended with a consistent sealcoating schedule (every 3-5 years). However, this is not required, and is at the discretion of the owner. Further recommendations for timing of Blue Hill Creek Drive pavement replacement can be made by a follow-up pavement assessment before scheduling the milling and resurfacing operations.

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I :r-

FIGURES

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Inlet Location Aerial Photograph Key Marco CDD

JOHNSON

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200341 9 00

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ATTACHMENT 1

SPECIAL CONDITIONS AND CONCERNS

I

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List of Special Conditions and Common Concerns when choosing a Contractor (but not limited to):

Existing water/utility valves to be adjusted and protected?

Existing manhole ring and covers to be adjusted fitting resurfacing limits?

Sprinkler heads located directly adjacent to the edge of pavement (protect) and shut off during construction?
Raised pavement markers shall be replaced throughout and placed at approach to entrance and exits if applicable?
Existing pavement markings to be replaced per existing striping and crosswalk designations per existing conditions and or owner's request as applicable?
Protection of grassed and landscape areas adjacent to edge of pavement?
Prior approval of storage of paving equipment will be needed after each day's operation?
Existing gate loops will need to be replaced with loops or special detection device per owner direction at ingress and egress points as applicable?
Maintenance of Traffic will need to be planned for paving operation along with construction equipment access points and exit points?
Paving machine will pull continuous asphalt mat width where applicable and adjust width when necessary to meet existing conditions and widths?
Recommend taking cross slope readings as needed to evaluate existing pavement cross slope conditions prior to paving as proposed overlay may not correct existing irregularities?
Pre-paving/construction pictures/video of existing conditions should be noted prior to contractor mobilizing to protect all parties' interests?
Define proposed milling efforts by contractor and proposed placement operation prior to milling and resurfacing operations?
Address sealing all cracks prior to paving to protect from additional transfer reflection of cracks back through new asphalt overlay, and/or additional milling of areas to remove existing severe cracked areas?
Address utilizing paving ski and electronics to control longitudinal and cross slope control?

- 1 -

Address any existing utilities which may be shallow in nature in grade and compaction efforts of proposed equipment and rollers?

Address pavement specification needed to control construction operation and materials to be utilized?
Tack coat to be utilized between existing asphalt and overlay to aid in bonding?
Address permits needed and timeframe of construction, hours worked, and any restrictions?

Vibration monitoring may need to be considered, let residents know about compaction of asphalt?
Protection of existing overhead structures will need to be enforced by all especially dump truck drivers unloading asphalt with their truck beds up in the air, protection of tree limbs and bridge structure will need to be addressed daily?
Maintaining existing residential traffic will be a challenge as vehicles will not be able to pass construction equipment in most areas during paving operations?
Density of overlay will need to be discussed prior to paving and writing specifications?
Address how millings will be picked up and disposed of, and not swept into landscape planters and on grassed shoulders, millings to be picked up by vacuum truck and/or broom tractor with conveyor?
Paving operation produces excessive noise?
Residential vehicles may encounter tack or bituminous tracking and/or picking up and clinging to vehicle, residents may complain or want their cars detailed. Ask contractor to utilize trackless tack?
Maintain pedestrian crossings and sidewalk paths, cart paths?

Keep clean of tack and riding equipment up on curb sections?
Protection of pillars and gates and other obstacles during construction?
Address CEI scope of services for inspection and control of quantities and specification enforcement?
Pre-construction meeting/kick-off meeting prior to construction covering listed concerns and owner's expectations, pre-paving operations and coordination, and any limitations?

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Address owner's expectations of warranty on materials, workmanship, and should any existing cracks begin to reflect through new surface overlay?
Address proposed overlay control, note contractor normally lays thickness matching existing grades and conditions therefore matching existing conditions of asphalt to some degree not correcting for improved drainage, cross slope correction, and longitudinal control?

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ATTACHMENT 2

MAINTENANCE SCHEDULE AND PRELIMINARY COST ESTIMATE

Key Marco Community Development District Pavement Condition and Management Plan

Dollars per Fiscal Year (x $10001	
Maintenance Operation	XXX' VCA/1 '§1 '1 ' 1 S ' '1otiP	c ; ' '' ' '1otiO

4	" Le/61/41'XX' A/15)1/4/0/		
Phasi Improve Roadway Drainage			
Lower Turf at Roadway Edge	141																					
Silt Fence Installation	36.1																					
Install Flumes at Inlets	41.6																					
Clean and Repair nlet Piping	10.4						12.4	_					14.8						17.8			
PhaslWhiskey Creek Dive		
Pavement Markings and Reflectors					11.4																	
Repair Inlet Piping	j	I					12.7																	
Misc. Patching and Repairs					1.3									17.2								
Mill Existing Asphalt, 1"					151.1																	
Asphaltic concrete Pavement, 1"					374.7																	
Silt Fence Installation					26.1																	
Construction Engineering and Inspection (CEI _					31.7																	
Phas, Blue Hill Creek Drive		
Pavement Markings and Reflectors								11.3														
Misc. Patching and Repairs								1.5						17.2								
Mill Existing Asphalt, 1'								155.7														
Asphaltic concrete Pavement, 1"								376.3														
Silt Fence Installation								26.6														
Construction Engineering and inspection (CEI								30.2														
Total 0, $10001	229	609	12.4   602	14.8 34.4	17.8
20 Year Total as Ajusted for	1,518,950 Inflation

Preliminary Cost Estimate Fiscal Year 2017

Key Marco CDD	Roadway Maintenance and Improvements		
Item
Phase 1 Improve Roadway Drainage	Year	Unit	Quantity	Unit Price	Total	Adjusted for Inflation*		
Lower Turf at Roadway Edge	2017	SF	96334	$	1.46	$	140,910	$	140,910		
Silt Fence Installation	2017	LF	36080	$	1.00	$	36,080	$	36,080		
Install Flumes at Inlets	2017	EA	52	$	800.00	$	41,600	$	41,600		
Clean and Repair Inlet Piping	2017	EA	52	$	200.00	$	10,400	$	10,400		
Phase Total	$	228,990 $	228,990.44

Note:
An inflation rate of 3% was used for cost estimation purposes.

Clean and Repair Inlet Piping in Years 2017, 2023, 2029, and 2035

Preliminary Cost Estimate Fiscal Year 2021 - 2022

Key Marco CDD	Roadway Maintenance and Improvements	
Item	I	Year	Unit I Quantity I Unit Price I	Total	!Adjusted for Inflation*	
Phase 2 Whiskey Creek Dive
Pavement Markings and Reflectors	2021-2022	LS	1	$	10,130	$	10,130	$	11,400.93	
Repair Inlet Piping	2021-2022	LS	4	$	2,814	$	11,255	$	12,667.70	
Misc. Patching and Repairs	2021-2022	LS	1	$	1,126	$	1,126	$	1,266.77	
Mill Existing Asphalt, 1"	2021-2022	SY	31804	$	4.22	$	134,234	$	151,081.33	
Asphaltic concrete Pavement, 1"	2021-2022	SY	31804	$	10.47	$	332,900	$	374,681.71	
Silt fence Installation	2021-2022	LF	20000	$	1.16	$	23,185	$	26,095.46	
Construction Engineering and Inspection (CEI	2021-2022	LS	1	$	28,138	$	28,138	$	31,669.25	
Phase Total	$	540,967 $	608,863.16
Note:
An inflation rate of 3% was used for cost estimation purposes.

Preliminary Cost Estimate Fiscal Year 2023-2024

Key Marco CDD	Roadway Maintenance and Improvements	
Item	Year	I Unit) Quantity I Unit Price	Total	'Adjusted for Inflation*	
Phase 3 Blue Hill Creek Drive
Pavement Markings and Reflectors	2023-2024	LS	1	$	9,224	$	9,224	$	11,336.36	
Misc. Patching and Repairs	2023-2024	LS	1	$	1,230	$	1,230	$	1,511.51	
Mill Existing Asphalt, 1"	2023-2024	SY	26070	$	4.86	$ 126,648	$	155,650.52	
Asphaltic concrete Pavement, 1"	2023-2024	SY	26070	$	11.75	$ 306,200	$	376,319.62	
Silt Fence Installation		LF	16600	$	1.30	$	21,641	$	26,596.62	
Construction Engineering and Inspection (CEI	2023-2024	LS	1	$	24,597	$	24,597	$	30,230.30	
Phase Total	$ 489,540	601,644.93
Note:
An inflation rate of 3% was used for cost estimation purposes.

Preliminary Cost Estimate Fiscal Year 2025-2036

Key Marco CDD	Roadway Maintenance and Improvements	
Item	I Year	Unit I Quantity I Unit Price I	Total	'Adjusted for Inflation*	
Phase 1 I m prove Ro adway Drainage
Clean and Repair Inlet Piping	_I 2025-2036.1 LS I	11 $	10,400 I $ 10,400.00
Phase Total	$ 10,400.00	see Overall
Phase 2 W hiske y Cre e k D ive		
Misc. Patching and Repairs	12025-20361 LS I	11 $	8,000] $ 8,000.00 I $	11,744.00	

Phase 3	Blue Hill Creek Drive		Phase Total	$ 8,000.00 $	11,744.00	
Misc. Patching and Repairs	12025-20361 LS I	11 $	8,000 1 $ 8,000.00 I $	11,744.00	
		Phase Total	$ 8,000.00 $	11,744.00	

Note:
An inflation rate of 3% was used for cost estimation purposes.

Clean and Repair Inlet Piping in Years 2017, 2023, 2029, and 2035

Key Marco Community Development District Public Records Policy Effective August 24, 2017

Key Marco Community Development District (KM CDD) is committed to providing the public with access to information that allows citizens to hold government accountable. To provide full and expeditious compliance with Florida's public records laws.
Public records are defined as "all documents, papers, letters, maps, books, tapes, photographs, films, sound recordings, data processing software, or other material, regardless of the physical form, characteristics, or means of transmission, made or received pursuant to law or ordinance or in conn ection with the transaction  of official business by any agency."
Florida's Constitution and public records laws provide a right to inspect or copy such records unless specifically exempted by the Constitution or by Florida statute.
Public Records Request Procedure may be requested by submitting an online request or by emailing Katie@ManagerKevMarcoH0A.org
Requestors are not required to provide a purpose for seeking the records. Requestors who wish to view documents must make an appointment with the custodian of the requested records.
We will acknowledge a new request as soon as practicable and may provide one or more of the following initial responses:
A statement that the Office is initiating a search for responsive records

An inquiry to clarify the scope of the request when more information is necessary to initiate a search

A statement that the Office does not have the requested records

Referral to the proper custodian of the requested records

An estimate of time required to fulfill the request

An estimate of fees associated with processing the request

Publication of Public Records Requests Information on all public records requests processed on or after August 24, 2017 will be publicly available online www.keymarcocdd.com

Katie M aline
From:	Linda Gregory <linrbs@aol.com>
Sent:	Friday, June 16, 2017 1:43 PM
To:	Katie Maline
Subject:	Fwd: The Marco Island Triathlon

Begin forwarded message:

From: Linda Gregory <linrbs@aol.com> Subject: The Marco Island Triathlon Date: June 16, 2017 at 1:16:31 PM EDT
To: neil Dorrill <neil@dmofl.com >, Dee Emerson <Deedmgfl.com >

The Marco Island Triathlon will be held on Sunday, October 1, 2017 at the JW Marco Island Marriott Beach Resort , Golf Club and Spa consisting of a swim, bike and run. This will be the 6 th year of this great community event .

The 15 mile bike route will originate at the Marriott, and with your approval, ride through all of Key Marco. I am requesting your permission to allow the gates to be opened, from 7:45 am - 9:45 am, on that day. We will again provide any insurance certificates you need.

If you have any questions regarding this, or if any of your homeowners would like to participate or volunteer to help, you may contact me Linda Hill Gregory, Race Coordinator, at Linrbsaol.com

Thank you for your assistance and support. All the best,

Y Not Tri, LLC Linda Hill Gregory Race Director

CERTIFICATE OF INSURANCE
...,,,,,.,,,,,.._._	....,,.,,..,.,i_,.,...,..,._       ,.,.,,....,,,,.,,,>'>«>,";<X'>O<·'""' .··=    · ·,•.,··x ...,.»:<,·     ··,,.,.,.x.   ···     _.,.      , ·  .,.,..,,.,,,,_.,,._> """''-     •-
AGENCY:

PRINT DATE: 8/7/2017

CERTIFICATE NUMBER: 20170213499089

ESIX, a  division  of lntegro USA Inc.	THIS  CERTIFICATE  IS  ISSUED  AS  A  MATTER  OF  INFORMATION  ONLY  AND
d/b/a  lntegro Insurance Brokers	CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES
2727  Paces  Ferry  Road,  Building  Two, Suite 1500	NOT  AMEND, EXTEND OR ALTER  THE COVERAGE  AFFORDED  BY THE POLICIES
Atlanta, GA 30339	BELOW.
678-324-3300  (Phone), 678-324-3303 (Fax)	l

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NAMED INSURED:	INSURERS AFFORDING COVERAGE:

USA  Triathlon of Colorado	LINDA GREGORY	INSURER A: Philadelphia Indemnity Ins. Co. NAIC #: 18058 5825 Delmonico Drive
Colorado Springs CO 80919-2401	INSURER B: Philadelphia Indemnity Ins. Co. NAIC #: 18058

-

EVENT INFORMATION:	I

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Marco Island Triathlon (10/1/2017 - 10/1/2017)
POLICY/COVERAGEINFORMATION:

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 _ 	_

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THE POLICIES OF INSURA NCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

,,,., , ,,, ,_ _ .,.,
INS  TYPE OF INSURANCE:	iPOLICY  NUMBER(S): j  EFFECTIVE: !   EXPIRES:	LIMITS:
GENERAL LIABILITY

.

- ··-

X   Occurrence	PHPK1579791	12/1/2016	12/1/2017	GENERAL AGGREGATE (Applies Per Event)	$2,000,000

-······
-X-

12:01 AM	12:01 AM	-··'"·
Participant Legal liability		EACH OCCURRENCE	$1,000,000 DAMAGE TO RENTED PREMISES (Each Occ.)	$1,000,000
MEDICAL EXPENSE (Any one person)	EXCLUDED
PERSONAL & ADV INJURY	$1,000,000
PRODUCTS-COMP/OP AGG	$2,000,000

UMBRELLA/EXCESS LIABILITY

-X-

Occurrence	PHUB564242	12/1/2016	12/1/2017	EACH OCCURRENCE	$10,000,000
12:01 AM	12:01 AM
AGGR EGATE (Applies Per Event)	$10,000,000

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DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS:
Coverage applies to the USA Triathlon sanctioned or approved event specified on this certificate.

The certificate holder is an additiona l insured as per form PI-AM-002: Additional Insured - Certificate Holders. The General Liability policy is primary as per Form CG0001 (04/13).
The General Liability policy contains Form CG2404 (05 /09 ): Waiver of Transfer of Rights of Recovery Against Others to US, but only as required by written contract or
agreement executed by the named insured prior to an occurrence resulting in a loss or a claim.

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CERTIFICATE HOLDER:	NOTICE OF CANCELLATION:
Key   Marco  Community Development  District	Should any of the above described policies be cancelled before the expiration date thereof,
5672  Strand  Court Suite 1	notice will be delivered in accordance with the policy provisions.
Naples FL 34110	; AUTHORIZED REPRESENTATIVE:
'

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(	(/_, 	A/..

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Augut 24, 2017 Part-2

PROPOSAL

Lely Resort CDD		March 1, 2017	
PROPOSAL SUBMITTED TO:	DATE	PROPOSAL #

6815 Wildflower Way		Larry Benjamin	
STREET:	SALES REPRESENTATIVE

Naples, FL 34113		Bridge Repairs	
CITY, STATE, ZIP	JOB NAME

Kevin Carter		Whiskey Creek	
ATTN:	JOB LOCATION

239-775-6502	
PHONE NO.	FAX NO.

  WE PROPOSE hereby to furnish all labor, materials, equipment and services necessary to complete the following:	

Lift (11) precast sidewalk panels, level base, and reset panels, caulk one bridge expansion joint, remove & replace one sidewalk section due to trip hazard.

Project Total=$ 13,723.75

CUSTOMER-SIGNATURE & DATE	QUALITY ENTERPRISES USA, INC. –SIGNATURE & DATE

CONDITIONS
PURCHASE ORDER TERMS, CONDITIONS OR PROVISIONS INCONSISTENT WITH THESE CONDITIONS AND THE WRITTEN PROPOSAL ATTACHED HERETO ARE INEFFECTIVE. THESE CONDITIONS AND THE PROPOSAL ATTACHED HERETO ARE REFERRED TO HEREAFTER AS THE "AGREEMENT". THIS AGREEMENT CONSTITUTES THE ENTIRE CONTRACT OF THE PARTIES. ALL PRIOR DISCUSSIONS AND AGREEMENTS ARE MERGED HEREIN. THIS AGREEMENT, ANY CHANGE ORDERS, WAIVER, OR MODIFICATION OF THIS AGREEMENT SHALL NOT BE BINDING UNLESS IN WRITING AND SIGNED BY A CORPORATE OFFICER OF QUALITY ENTERPRISES USA, INC. ("CONTRACTOR"). ALL CHANGE ORDERS SHALL BE SUBJECT TO THESE CONDITIONS.
"MATERIALS" SHALL INCLUDE ALL EQUIPMENT, MATERIALS, PRODUCTS, AND PARTS SUPPLIED PURSUANT TO THIS AGREEMENT. NO WARRANTY OF MERCHANTABILITY, FITNESS, OR OTHER WARRANTY, WHETHER EXPRESS, IMPLIED OR STATUTORY SHALL APPLY TO MATERIALS PROVIDED BY CONTRACTOR. Contractor's liability with regard to defective labor shall be limited to repairs to or replacement of property improperly installed, serviced or directly damaged by Contractor. In no event shall Contractor be liable for consequential or special damages, such as lost profits, or for transportation, installation, adjustment, remediation of environmental contamination, cleanup of spillage of hazardous materials as hereinafter defined, or other expenses which may arise in connection with the materials, installation or other service provided pursuant to this Agreement. Further, in no event shall Contractor's liability arising out of the work, installation, service and materials described in this Agreement exceed $10,000.00. Notwithstanding the foregoing, Contractor assigns to Customer the right to enforce against any manufacturer of materials any warranty provided by the manufacturer of the materials.
Once signed by a corporate officer of Contractor and by Customer, this Agreement shall constitute a legally binding agreement. Due to the uncertainty of prices of materials and equipment, prices quoted are those currently in effect. Prices may be significantly higher at time of delivery and, if so, such increase shall be added to the contract price. If such increases are unacceptable to Customer, Customer may elect to cancel this Agreement.
Contractor's review of any specifications, drawing, or take-offs is for the convenience of the Customer, and Contractor gives no warranty of fitness for particular purpose and shall not be liable or responsible (i) for any errors or inconsistencies contained in said specifications, drawings, or take-offs, (ii) for failure to accurately interpret said specifications, drawings, or take-offs, or (iii) to provide proper materials pursuant to said specifications, drawings, or take-offs. Customer is solely responsible for determining if the materials proposed herein meet Customer's requirements.
Contractor shall not be responsible for loss or damage to materials while in transit on any carrier not owned by Contractor.
On underground tank installation, Customer shall supply water for hold-down product (at least 98% of tank's capacity) at job site at time tank is set in excavation.
\,v 7. This Agreement does NOT include: (1) Removal and/or replacement of underground objects encountered during excavation, including but not limited to rock and utilities. Any unforeseen underground conditions, e.g. water, rock, epic, telephone, water lines, or other utilities, disposal of contaminated soils or materials, running sands, and/or other obstacles will be handled at an add itional cost to the Customer on a time and material basis (2) Removal and disposal of any liquids in tanks: assume price of $0.75/gallon or ,545g,pp, whichever is greater, assuming the liquid contains no hazardous or contaminated materials as defined herein. (3) Removal and disposal of contaminated soil or material. (a) If contaminated soil, material or free product is encountered, Contractor will discuss a plan of action with Customer. Customer should be present during excavation. (b) Customer is responsible for all contamination encountered du ring the removal of underground tanks, as well as spillage which normally occurs during the excavation and tank removal process. (c) Contaminated soil will be disposed of and additional clean fill material supplied, at additional cost and only at the directi on of the Customer. Disposal cannot begin until additional lab results are received. (4) Removal and/or disposal of any sludge from tanks. If Customer authorizes, Contractor will dispose at additional cost. (5) Disposal of tanks lined with epoxy of fiberglass. (6) Wo rking with hazardous materials. Disposal is based on all soil and materials not being hazardous or contaminated, the latter terms describing substances or conditions that (i) are subject to regulation by federal, state or local authority, including without limitatio n regulation in their handling or storage; or (ii) have been deemed to be harmful to human health by any federal, state or local authority; these te rms include without limitation petroleum products and other hydrocarbons. (7) Engineering and/or surveying-layout. (8) Permits: An additional charge of the cost of the permit(s) plus 20% will be charged. (9) Plans, site check, site assessment, corrective action or other res ponse activities required by federal, state or local regulation, other than the physical removal of the tank. Customer shall be responsible for all plans, response or remediation reports, studies and actions. (10) Bonds of any kind or nature — the cost of the bond(s) plus 20% will be charged. (11) Sales, use, or other taxes imposed on the service and materials provided hereunder, and/or Contractor's equipment.
Customer shall pay all such taxes. (12) Cost to Contractor of disposing well point water off-site.

CUSTOMER - SIGNATURE & DATE	QUALITY ENTERPRISES USA , INC. - SIGNATURE & DATE
P a g e 2

If Contractor determines that soil or other material is contaminated, Contractor may stop work, and Customer shall be responsible for 100% of the costs attributable to the work performed until such stoppage, including without limitation labor performed, materials purchased, equipment rented, and reasonable overhead and profit. Any further work performed by Contractor shall be performed on terms acceptable to Customer and Contractor.
It is the Customer's responsibility to submit an Underground/Above Ground  Storage  Tank  notification  form  to  the  proper government authorities and to conduct all other site check, site assessment, or corrective action. Contractor will assist Cus tomer if requested.
Customer grants to Contractor a first priority security interest in all materials delivered hereunder to  secure  payment  in  fu ll.  Customer shall execute such documents as Contractor may request to perfect its security interest. Contractor shall have the right, in addition to all others it may have, at any time Contractor deems  itself insecure for payment or Customer defaults, to withhol d shipments    in whole or in part, to stop work (without further obligation to Customer, and to recover Contractor's c osts to date,  reasonable overhead, and profit), recall materials in transit, retake same and repossess all materials which may  be  stored  with  Contractor  or  stor ed  or installed with Customer, without notice or court proceeding. Customer consents that all  ma terials so  recalled, retaken or  repossessed shall become the absolute property of Contractor. Customer shall receive ten days' notice of  sale (which may be  public  or  pri vate) of  such materials and credit for the resale price, less costs of sale. This does not release the Customer from  full  liability  under  this Agreement.
Forbearance or failure of Contractor to enforce any of these Conditions or to exercise any  right  accruing  on  any  default  by Customer shall not waive or impair Contractor's rights hereunder, nor shall such forbearance or failure be deemed  a  waiver  of  Contractor's rights in case of other or future defaults by Customer.
Deliveries are subject to availability of materials at the time specified for delivery. Contractor shall have no liability for delays caused by unavailability of materials, strikes, fire or other events beyond the control of Contractor.
All claims against Contractor based on this Agreement the labor or service performed, or materials supplied hereunder, must be made by the Customer to Contractor in writing within 10 days after the breach or claim was or should have been discovered, whichever is earlier. Failure to give such notice within such time shall constitute a waiver of such claim, and Contractor shall not be liable therefore. Any suit brought based on this Agreement, the labor or service performed, or materials supplied hereunder shall be brought within one year of substantial completion of the work provided for herein, or such claim shall be forever barred.
Terms: Net 15 days upon completion with progress payment due net 15 days following invoice date; interest: 18% annual percentage charged following 15 days from date of invoice. Customer shall pay all of Contractor's reasonable costs and/or attorney fees incurred as a result of any breach by Customer.
This Agreement shall be governed and construed according to the laws of Florida without regard to its choice  of  law provision s.  In  the event of any dispute hereunder other than collection by Contractor, the par ties shall first mediate the dispute through a mutually acceptable mediation service, or if none, then through Public Adjudication Center  of  Duke  University  Law  School,  and  then,  if necessary, arbitrated in accordance with the rules of the American Arbitra tion  Association. Such  mediation and arbitration shall  take  place in Naples, Florida.

WHEN EXECUTED BY THE CUSTOMER AND QUALITY ENTERPRISES USA, INC.'S CORPORATE OFFICER, THIS PROPOSAL WILL CONSTITUTE A BONAFIDE CONTRACT BETWEEN THE PARTIES, SUBJECT TO ALL TERMS AND CONDITIONS ON ALL PAGES INCLUDED IN THIS PROPOSAL AND ANY WRITTEN ADDITION THERETO.

CUSTOMER - SIGNATURE & DATE	QUALITY ENTERPRISES USA , INC. -SIGNATURE & DATE

P a g e 3

CRAWFORD
LANDSCAPING
2360 Catawha Street, Naples, FL 34120 O: 888.581.5151	
JOB DESCRIPTION	

	

	

	

	

	

	

	

	

 	
TREE SURGERY PROPOSAL	
	
Name	
Word Address	
City, State, Zip	
Billing Address	
City, State, Zip	

 	_ CLIENT / PROPOSALE #	
Home Phone	Work Phone	
Fax #	Cell#	

	

	

	

	

	

Prepared by	Date

Client Approved	Date

Certified Arborist# 	

Phone: 	

Email:  	

Robert W Kettelle LLC Roofing
18460 River Estates Lane Alva,Florida, 33920
Phone: (239) 699-8762

Name / Address

Web Site

rekettelle@aol.com

ROBERTKETTELLEROOFING.COM

MARCO KEY
2323 SAN MARCO ROAD MARCO ISLAND FLA
239 784 5110

Description	Total	
GATE HOUSE REROOF

REMOVE THE EXISTING TILE ROOF SYSTEM FROM THE ENTRANCE GATE HOUSE

RENAIL THE SHEATHING TO CODE AND REPLACE ANY ROTTED WOOD AT $ 85.00 PER HOUR PLUS MATERIALS.

INSTALL A OWENS CORNING TILE UNDERLAYMENT PEEL AND STICK MEMBRNANE TO THE PREPARED ROOF DECK
INSTALL NEW DRIP EDGE NAILED TO CODE INSTALL NEW VALLEY METAL TO THE VALLEY'S
INSTALL NEW RIDGE CHANNEL AND EVE RISER METAL AT THE EVE DETAIL

INSTALL A ENTEG.RA CONCRETE ROOF THE (BELLA STYLE PROFILE) FASTENED TO CODE.

INSTALL MATCHING RIDGE AND RAKE TILES FASTENED TO THE ROOF DECK REMOVE ALL ROOF DEBRIS AND HAUL AWAY

PRICE INCLUDES PERMIT AND INSPECTIONS ALL WORK DONE TO CODE
12 YEAR WARRANTY ON WORKMANSHIP		
Total		

PREMIUM RECAPITULATION

Property including Equipment Breakdown	Annual Premium

$17,822.00	Check Option Accept	Reject
		
Inland Marine	$100.00			
General Liability	$2,500.00			
Automobile Liability and Physical Damage	$775.00			
Workers’ Compensation	$2,000.00			
Two-Year Coverage Agreement*			
*Please refer to the next page for details on the Two-Year Offer			
Public Officials / Employment Practices Liability	$4,461.00			

I authorize PRIA to request the underwriters to bind coverage on the items indicated above and acknowledge receipt of the Compensation and Financial Condition Disclosure(s) provided in this proposal.

Signature

(Name & Title)

(Date)