Amelia Walk
Community Development District

May  21, 2019

Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092 Phone: (904) 940-5850 * Fax: (904) 940-5899

May 15, 2019

Board of Supervisors Amelia Walk Community Development District

The regular meeting of the Board of Supervisors of the Amelia Walk Community Development District is scheduled for Tuesday, May 21, 2019 at 2:00 p.m. at the offices of Compass Group, Inc., 961687 Gateway Boulevard, Suite 201K, Amelia Island, Florida. Following is the advance agenda for this meeting:

Roll Call
Audience Comments
Approval of the Minutes
April 16, 2019 Meeting
April 29, 2019 Continued Meeting
Consideration of Resolution 2019-10, Approving the Proposed Budget for Fiscal Year 2020 and Setting a Public Hearing Date for Adoption
Consideration of Resolution 2019-11, Authorizing the HOA to Enforce Parking Restrictions
Staff Reports
District Counsel
District Engineer
District Manager – Report on the Number of Registered Voters (476)
Community Manager - Report
Supervisors’ Request and Audience Comments
Financial Reports
Balance Sheet & Income Statement
Assessment Receipts Schedule
Approval of Check Registers
Next Meeting Scheduled for June 18, 2019 at 2:00 p.m. at the offices of Compass Group
Adjournment

Enclosed under the third order of business are copies of the minutes of the April 16, 2019 meeting and April 29, 2019 continued meeting for your review and approval.

The fourth order of business is consideration of resolution 2019-10, approving the proposed budget for fiscal year 2020 and setting a public hearing date for adoption. A copy of the resolution is enclosed for your review, however the budget is being finalized and will be provided under separate cover.

The fifth order of business is consideration of resolution 2019-11, authorizing the HOA to enforce parking restrictions. Enclosed for your review is a no-parking layout created by the engineer. The resolution will be provided under separate cover.

Copies of the balance sheet and income statement, assessment receipt schedule and check register are enclosed for your review and approval.

The balance of the agenda is routine in nature. Staff will present their reports and any additional support material will be presented and discussed at the meeting. If you have any questions, please contact me.

Sincerely,

Daniel Laughlin
Daniel Laughlin District Manager

AGENDA

Amelia Walk
Community Development District
Revised Agenda
Tuesday	Compass Group, Inc.
May 21, 2019	961687 Gateway Blvd., Suite 201K
2:00 p.m.	Amelia Island, FL 32034
Call In # 1-800-264-8432 Code 895984
www.ameliawalkcdd.com

Roll Call

Audience Comments

Approval of the Minutes
April 16, 2019 Meeting

April 29, 2019 Continued Meeting

Consideration of Resolution 2019-10, Approving the Proposed Budget for Fiscal Year 2020 and Setting a Public Hearing Date for Adoption

Consideration of Resolution 2019-11, Authorizing the HOA to Enforce Parking Restrictions

Authorization of Phase V Project RFP

Staff Reports
District Counsel

District Engineer

District Manager – Report on the Number of Registered Voters (476)

Community Manager - Report

Supervisors’ Request and Audience Comments

Financial Reports
Balance Sheet & Income Statement

Assessment Receipts Schedule

Approval of Check Registers

Next Meeting Scheduled for June 18, 2019 at 2:00 p.m. at the offices of Compass Group

Adjournment

MINUTES

A.

MINUTES OF MEETING
AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Amelia Walk Community Development District was held Tuesday, April 16, 2019 at 2:00 p.m. at the Amelia Concourse Amenity Center, 85200 Amaryllis Court, Fernandina Beach, FL 32034.

Present and constituting a quorum were:

Mike Taylor	Chairman
Gregg Kern	Vice Chairman
Rose Bock	Supervisor
Mike Lewis	Supervisor

Also present were:
Daniel Laughlin	District Manager
Jennifer Erickson	Evergreen Lifestyles Management
Jason Walters	District Counsel (by phone)
Dan McCranie	District Engineer

FIRST ORDER OF BUSINESS	Roll Call
Mr. Laughlin called the meeting to order at 2:05 p.m.

SECOND ORDER OF BUSINESS	Audience Comments
There being none, the next item followed.

THIRD ORDER OF BUSINESS	Approval of the Minutes of the March 27,
2019 Meeting
Mr. Laughlin stated I received some revisions from Supervisor Bock and Supervisor Lewis so those will be included in the final version.
Mr. Kern stated I’d like to make a comment to check on the spelling of the contractors as I stated them. I don’t think it’s Moran, I think it’s Marand.

On MOTION by Mr. Lewis seconded by Mr. Taylor with all in favor the Minutes of the March 27, 2019 meeting were approved as amended.

FOURTH ORDER OF BUSINESS	Consideration of Proposals for Poor Repair
Mr. Kern stated I asked for this to be included on the agenda. As we talked about at the last meeting we were soliciting proposals for the pool at the amenity center. The only one I was able to gather was Crown. Jen solicited a few others but has not had success yet so this is the only one we’ve received to date. We asked them to do an assessment of the pool and get us a proposal to do two different scopes of services; one was going to be cleaning up the staining around the input areas and there was some patching that needed to be done for the surface. The other one we asked for is the full resurfacing where they basically take the whole surface off the pool, re-marcite everything, check the gutter edge, redo all the tile, etc. The total for a full resurfacing is $84,475. Option two, which is basically let’s put a Band-Aid on it, make it look better and do some minimal repairs. It says in here, “pool recommended to be refinished within the next two seasons max”, so we might get a little bit of extended life out of option two that totals $4,500 but it was suggested that it may only get us by for another two years or so. I think the potential exposure is we could end up with a larger leak if we neglect it too long. My personal take would be that we have an opportunity with the amenity center being under contract for renovations if we could do one of these at this time. We’ve been talking about it for quite some time and I think what the pool really needs is a full resurface.
Mr. Laughlin stated the pool resurfacing is in the reserve study for the next couple of years so it has served its life.
Mr. Kern stated there is a third proposal here but that’s pertaining more to the pool maintenance service for $1,650 monthly and that would be a maintenance agreement that I think we could evaluate separately. I don’t have as much information of what the current cost of our pool maintenance is.
Ms. Erickson stated $780 monthly.
Mr. Kern stated so obviously this isn’t subject to either of these I just asked that they give us a price for the surface.
Ms. Erickson stated Crystal Clean just emailed me their proposal and it ranges from
$95,470 for krystalkrete to $98,790 for the pebble finish and they do not recommend doing a patch on the pool and would not feel comfortable doing that.

Mr. Kern stated okay so that gives us something competitive to look at and I guess validates the pricing here.
Mr. Lewis asked do we know who the current supplier of the annual services for the pool is?
Ms. Erickson stated it is Crystal Clean.
Mr. Kern stated it’s really a discussion for the board of do we want to move forward with a full resurfacing and repair or just a temporary repair and aesthetic scope of work.
Mr. Lewis stated we don’t have any of the detail of the Crystal Clean provider. It would be nice to compare the proposals because different warranty periods come with them. There’s a 15-year warranty with Crown Pools and that sounds pretty attractive when you look at the cost of redoing pools so I think we need to look at that competing proposal before we make the decision but on the other hand I’m concerned with wanting to move ahead as quickly as possible so that the pool is only closed a minimum amount of time.
Mr. Taylor stated if the board elects we could authorize one of the board supervisors to compare the two proposals and move forward with a not to exceed approval to cover that number and hopefully we would either negotiate down to the lower number or execute this  one.
Mr. Lewis stated I think that’s a good idea.
Mr. Kern asked Jen, was that a formal proposal? Do you have the details?
Ms. Erickson stated I have the details and there’s nothing on here regarding a warranty. Mr. Laughlin stated 15 years is on the higher end of what I’ve seen for warranties.
Ms. Erickson stated from experience I would feel more comfortable with Crown.
Mr. Lewis asked so you’re seeing we’re not getting good service from Crystal Clean? Ms. Erickson stated right. I’m dealing with them all the time to correct their mistakes. Mr. Kern stated I’ll say that I was part of the reason we solicited a proposal from
Crown because there have been some concerns generally.
Mr. Taylor stated so maybe the action would be if the board wants to move with Crown versus putting a not to exceed number on it that we authorize one of us to move forward with staff on a contract pending verification of the warranty on the other one and just make sure the scope is the same. Looking at the proposal and their reference list they obviously have done some quality pools in the area. I’ve seen a good amount of these pools. I have not worked with

Crown Pools but if they’ve provided the list here I think they are a viable solution. If the board were to move forward with Crown Pools how long do they think it would take to get this work done?
Mr. Kern stated of course the temporary repair is much shorter at a couple weeks. There is an amount of time in there for chemical balancing and I think a full resurface was more like a three to four week duration but it really pertains to when they can get started so the sooner we can commit to them the sooner they can get us on their schedule we will have a true understanding of completion. I think either way I had a certain confidence level that we could align with the renovation of the clubhouse. When I met the owner he seemed to suggest he could accommodate our schedule.
Mr. Taylor asked Jason has Crown seen one of our service agreements or contracts? Mr. Laughlin stated we’ve worked with them at other districts.
Mr. Walters stated I’ve worked with them in the past and they’ve seen our form of agreement so I don’t anticipate any issues there.
Mr. Lewis stated it would be nice to get a commitment of some sorts from the owner or whoever is making the proposal before we award the contract to them because that gives us leverage to get some kind of reasonable commitment on a schedule.
Mr. Kern stated in site contracts we put liquidated damages in. Those are large contracts so sometimes on a smaller scale you will scare some guys.
Mr. Lewis stated it’s not very attractive and I understand that. It’s a preference if we can get it.
Mr. Kern stated I think in the past we’ve done ‘time is of the essence’.
Mr. Walters stated we can include a schedule once we work with them on that number and then include a ‘time is of the essence’ provision. The question of liquidated damages, since it’s not in the proposal we would have to negotiate with them and make sure they are comfortable. They may claim that they have to adjust their price but they may also be fine with it if we have a reasonable schedule so that’s something we certainly deal with in the contract.
Mr. Lewis stated I’m fine with that.
Mr. Laughlin stated we need a not to exceed amount and assign who we want to allow to execute the contract.

Mr. Taylor stated I think we’re going to go the not to exceed amount. I’ll make a motion that we pursue Crown Pools, authorize supervisor Kern to negotiate the best contract and make sure the contract includes a schedule to be as close to being complete as the vertical renovations so there’s no lapse in opening both facilities.
Mr. Robert Sonnati, 85204 Champlain Drive, stated why is the pool closed and you don’t even have a contract?
Mr. Laughlin stated the work they are doing now is for the amenity center and pool entrances.
Mr. Taylor stated we have awarded the contract for the clubhouse and for safety reasons the pool and the clubhouse is considered one work area so to avoid people getting hurt or injured and to get the job done quickly we had to give them access to the whole complex.
Mr. Sonnati stated I took a walk around there today and there is no contractor in sight.
Are they going to start sometime this summer?
Mr. Taylor stated yes we will give an update when we get to the clubhouse portion. I wanted to open the floor just on the pool.
Ms. Genevieve Avino, 85066 Champlain Drive, stated closing the pool at this time of the year is not acceptable for the homeowners. I understand safety but find another solution. It’s an easy compromise. Leave the pool open. There is no homeowner who is going to object to that. Separate it in such a way we can just go into the pool. You have a lot of people that are really upset about it.
Mr. Taylor stated I understand.
Mr. Benjamin Mathews, 85069 Champlain Drive, stated I feel the same way. My observation from what you’re talking about here is it’s probably going to take until the fall to get access to the pool so my take on it is let people use the pool. It’s summertime and people have little children.
Mr. Chris Walton, 85091 Calumet Drive, stated I’ve only been in the community for a year and I’m also a pool contractor and I know Brad Correia personally. The material that they’re going to use in Crown’s bid nobody said what that was. You said with Crystal Clean was going to use krystalkrete, which is a quartz based material, and then pebble material, which is $3,000 which is understandable but what material is Crown going to use?
Mr. Laughlin stated krystalkrete.

Mr. Walton stated krystalkrete from the manufacturer only has a three to five year limited warranty so if they are telling you there is a 15-year warranty I want to know what that warranty is. The manufacturer of krystalkrete is also the manufacturer for pebble crystal stones and those pebble materials actually have a limited lifetime warranty and that limitation is going to be the water chemistry and that’s based on the fact the pebble is the aggregate inside the plaster mix itself, very similar to stucco so the larger the aggregate, the longer lifespans you have on the material. I don’t have any issue with Crown being awarded the job but $89,000 is huge number for that pool. I’m just telling you as a pool contractor I know that and the reason I know that is in the area there are only two plasterers that can actually handle the job; Pinnacle, which is out here and Tempool, which is down on Monument Road. Tempool does plastering and resurfacing bids as well so I think it would be smart for us to get a bid from them to do the job. Is there going to be a phone call between Tempool and Crown? I’m sure. Especially if you let Brad know about that but it could be some cost savings out the gate. You are correct; trying to do a patch is not going to work. The other thing is the tile job may not be bad enough that all of the tile needs to be removed. It could be just a cut and chip.
Mr. Kern stated he laid out in here a gutter chip so that was something he talked about and it seemed reasonable that you get into the tile when you do that.
Mr. Walton stated yes some of them are going to get popped and depending on what was chosen and whether it’s readily available at distribution it makes sense.
Mr. Kern stated obviously we were trying to get a couple of competitive bids so that we could find a reasonable price. In your opinion is it reasonable?
Mr. Walton stated I think it’s high. They’re taking Tempool’s number and then they are marking up.
Mr. Laughlin stated it’s less than what is in the reserve study and we have done pools in other communities that have been twice as much and are about the same price.
Mr. Walton stated sure it doesn’t mean that it is not a high number though. It’s opportunity cost if you only got two bids. There are only two plastering companies in the five county area that can handle it anyway.
Mr. Laughlin stated we use Epic Pools for a lot of other ones. I don’t know if you’ve heard of them.

Mr. Walton stated yes but I don’t think they were the ones that actually did the plastering.
Mr. Laughlin stated no.
Mr. Walton stated to her point earlier also, if you try to fit it into the actual renovation schedule of the amenity center right now, Tempool Pool is coming back this Wednesday or Thursday from Ireland because they’re doing a water park right now so they have three crews that just went overseas so they come back and now you’re going to try to put this into their schedule and they are already two weeks behind on all of their residential and commercial work that they have booked. If you go in and try to book with Crown now that I know uses Tempool, I’m not telling you they’re going to lie to your face but….
Mr. Taylor stated we made the motion to approve this contract with Crown Pools subject to an acceptable completion date. If we find the completion date cannot be accommodated to be consistent with the completion of the clubhouse I will take your comment under advisement and we will reschedule the pool work to be done separately. I think that’s reasonable.
Ms. Avino stated I don’t think there is any homeowner who cares whether there are stains on the pool for the summer. We will swim there anyhow. Do it later.
Ms. Laura Taylor, 85044 Babcock Court, stated with the pool being separate than the amenity center will the playground and tennis courts also be shut down during that time? Are we looking at the entire area being closed like it currently is?
Mr. Kern stated they will be closed as needed. I say that because there are still concerns with access. You have to maintain ADA access to all of the facilities and that includes the tennis courts so if the only way to get to the tennis courts is going right past a significant portion of where the construction is going to take place. Whether we approve the pool today or not, the pool will be closed at some portion or another just because of the amenity center renovation. The pool requires bathrooms be available and requires continuous fencing.
Ms. Taylor asked so the playground as well?
Mr. Kern stated elements like the playground and tennis court may be available sooner than the amenity center but I think just from a legality standpoint it will still be restricted at times because of access.

Ms. Taylor stated I don’t want to take my kids there if it’s unsafe but at the same time we were given six days notice that the whole thing is now going to be closed down from now until whenever.
Mr. Kern stated we will publish updates as often and as frequently as we have them.  It’s my goal to have any portion of the amenity facility available as soon as possible. The contractor has submitted for permits and they’ve ordered the trusses and I should have a schedule available today or tomorrow with a detailed breakdown because they are working back from their critical point, which is essentially trusses. We could consider opening it until they mobilize. I think it’s a little awkward without any furniture and stuff but it may be as easy as turning on the access control to the residents and they can access maybe the pool deck and bathrooms.
Mr. Lewis stated I think what you’re alluding to is there is no pool furniture, there’s no furniture in the building whatsoever so it’s an empty building. The restrooms might still be available if we opened it up. All the safety rails and all of the ADA requirements are still there and should work until we have to close it.
Mr. Kern stated we might still be Department of Health compliant in that sense so we could potentially open up for access but the reality is once they start we’re going to be closing again and that probably would be short notice.
Ms. Taylor asked if there’s no one working can I take my kids to the playground? I haven’t been taking them because it’s technically been closed but there is no activity.
Mr. Kern stated I hesitate to answer you and that’s probably a better question for counsel only because it might not look like anything is happening to the playground but we may need to have ADA access to get there and ADA access may be in a construction area.
Mr. Walters stated there may be periods where that is possible and there may be periods where that is not possible largely due to ADA access issues and general safety. If it’s part of a worksite obviously that’s not where we want kids running around but to the extent it’s able to be sequestered off and it’s currently in compliance with all of the statutes we have to comply with then we can possibly do that but it is going to be a process we have to work through piece by piece.

Mr. Kern stated so maybe any opportunity I have to open it up and maybe provide some signage that tells you tennis courts are available but we may need to close them back up, that kind of thing.
Ms. Amanda Krauss, 85052 Calumet Drive, stated I’m just wondering why this is all happening now. Why wasn’t this planned last winter when we’re not able to use the pool anyway or why was it not postponed until this coming winter? The pool is the main reason most people bought in this community. I have five children and that’s what we do all summer and the main reason we bought in Amelia Walk. This poor planning is unacceptable and the majority of the community is not happy about it. We’re paying for it and we’re not able to use it during the months we actually are able to use it. I don’t think any of you would be happy if it were your community and your pool.
Mr. Taylor stated why don’t we tell them the overall schedule and I think that would alleviate some of their concern because it’s not going to be until the fall. We awarded the contract with this contractor to be done in 45 days.
Ms. Krauss stated I know I haven’t seen anybody there. The first day they took the pool furniture out and it’s been like three weeks now and nobody is there, the pool has been closed for no reason. Once the permits were approved you guys then could have shut it down and taken the pool furniture out.
Mr. Kern stated you have to go contractor to contractor to go and get the permits and that’s what they’re doing now. I know you don’t see any visual work happening but there is work happening that is associated with that schedule.
Ms. Krauss asked why is the pool shut down? They haven’t done any manual labor in there that requires it to be shut down.
Mr. Kern stated that’s what we were discussing. We can open it with no furniture. Ms. Krauss stated I think we’re all fine with not having furniture.
Mr. Kern stated maybe that’s an option that as a board we can decide to give access until the day they physically step in there and start swinging a hammer. I don’t think that anybody intentionally scheduled the project to be starting at this time of year. It’s not the best time in general. We all understand that. I will say with the pool, the fitness center, the welcome center I don’t know that there is a great time to close all of it at once anyway. If you want to work at the fitness center inside during the winter that’s probably not the best time to close that

either and the welcome center is a gathering area and there’s probably never a great time to close that but the idea was generally if we’re going to close the amenity center and we know the pool is going to have closures and we know the pool needs repairs, why not just do it all together.
Ms. Krauss stated I understand that thought process on your part but then at the same time you haven’t gotten permits so that’s going to require more time we’re going to have to wait on those.
Mr. Kern stated they’ve been submitted so we’re getting those now. We’re awarding the pool contract today. The pool is a separate contract than the amenity renovations.
Ms. Krauss stated right, so what happens if they say yes we can do it in 45 days along with the other contractor and then they’re not done in 45 days?
Mr. Kern stated that’s why we were talking to Jason about some of the contract obligations. With the agreement that we want to negotiate with them we want to put in some recourse if they don’t meet their schedule and we can but the challenge is as a contractor they might push back and say if you want recourse in your contract we’re going to charge you more, or we’re just not going to agree to it so we have to be careful when we negotiate with contractors but that’s why we were discussing adding some recourse in our contracts if they don’t meet that schedule. The reality in the construction world is schedules are difficult. At best it’s based on rain days and material availability and everything else. I think it’s unfortunate timing as it relates to the pool, 100%, but the commitment is to get it done as fast as possible with a quality job that in the end I think is going to be a great benefit to the residents with a new pool and extended life and an expanded fitness center that is more accommodating to the residents and a completely revamped amenity center. This amenity center is over 10 years old and over time it’s going to need this maintenance.
Ms. Krauss stated I just think it should have happened in the wintertime and I think if there is any kind of possibility that the pool will last longer then you should just do it in the wintertime.
Mr. Taylor stated that’s the motion on the floor.
Mr. Walton stated that doesn’t make any sense. Why are you trying to approve a motion that at this point none of the residents have any type of agreement with? To be perfectly honest with the situation the way it’s set up right now it doesn’t seem this has been approached

very fairly to the homeowners, meaning a mistake was made in the timeframe in which this is being implemented. I understand bringing it up before the season starts but we’ve gotten too  far into the season at this point so now it’s only the residents who are going to be losing the amenity center. I don’t understand why it’s not even being floated because at this point the permits aren’t pulled and the only thing we’re missing is the furniture from the amenity center at this point. Who pulled the furniture from the amenity center?
Mr. Kern stated we did because included in this contract is going to be a brand new interior package, which was also approved at the last board meeting.
Mr. Walton stated I think everyone here is ecstatic that we’re going to get this upgrade. I think the issue is the timeline. Why isn’t it being bumped until this fall? I understand they might have gotten their truss quotes at this point but it’s not like they’ve got them ordered.
Mr. Kern stated we have taken cost as a district between architectural design and all of the efforts we’ve gone through. It is a board decision and frankly it’s for the board to discuss and decide.
Mr. Lewis asked have we incurred any costs on the contracts we’ve already awarded for the amenity center?
Mr. Taylor stated yes we have.
Mr. Lewis stated so the clock is already ticking, the schedule has already begun on the work we’ve already awarded and if we decide to put a hold on that we need to measure the impact to the community.
Mr. Kern stated yes you would have some money that would no doubt be lost. The other thing is it might take more money to time it when everybody else is doing their pools.
Mr. Taylor stated I will say we’ve given notice to proceed to Marand to start construction so he’s got costs incurred and that’s a legal discussion. We have not awarded this pool contract; we’ve only made the motion to enter into a contract with notice to proceed subject to an agreeable schedule. If the schedule is not approved by us as a board then we don’t have to award it and the pool can be done separately. If we don’t make a motion to move forward and we table it we would have to rescind the motion but yes it could be bifurcated and it could be delayed not only this year but also next year. The pool furniture is on order and it will be delivered upon completion of the clubhouse so you would have furniture once that’s done and then we could table this until next year.

Mr. Lewis stated we could but I asked the same question last time we met and I was told when the construction of the clubhouse begins pool access goes away.
Mr. Kern stated the pool will have to close based on the amenity renovations. The timeframe would be different based on doing or not doing the pool work but it will be closed regardless. An amenity center itself facilitates what the Department of Health needs for that pool to be open.
Mr. Taylor stated knowing that we were trying to bring forth to the board today the ability to enter into a contract to get it all done simultaneously.
Ms. Avino stated I reiterate, put it off for after the season or you’re going to have a lot of very angry homeowners; especially the ones with little kids. This is a bad decision you made and you’re going to have to swallow it.
Ms. Paula Robinson, 85062 Williston Court, stated I’m just trying to understand. You’re trying to award a pool contract today. Do you know if this pool company that you want to hire can fit us into their schedule this summer. It’s almost the end of April.
Mr. Taylor stated it’s subject to us agreeing on a schedule.
Mr. Kern stated when I met with them and solicited this proposal the owner of the company suggested they could accommodate our schedule.
Ms. Robinson asked when was that?
Mr. Kern stated two or three weeks ago after we talked about it at the last meeting. We have to make a commitment to them. They can’t make a commitment to us without us making a commitment to them so that’s part of this process.
Ms. Robinson stated they might have already been awarded other pool contracts in the last two weeks.
Mr. Kern stated of course and that’s why we’re leaving it subject to confirmation with the contractor that they have availability to fit us in their schedule.
Mr. Taylor stated if we don’t take action today it gets tabled until next month. We only meet once a month.
Ms. Robinson stated I moved here last summer and I’ve been on an HOA board before and I’m just wondering why all of this work needs to be done now. Why wasn’t the meeting room taken care of when it needed it, or the fitness center? Why is everything being done now?
Mr. Taylor stated we’ve answered that.

Ms. Robinson stated these are the kinds of things that should be done on a schedule every so many years. You guys are spending a ton of money and it’s all being done at once so that means it’s probably all going to need to be done again in another 10 or 12 years. This is why you’re supposed to schedule this stuff.
Mr. Taylor stated it has been contemplated over the years by different board members. The current board acted on it this past quarter to move forward with it so it has been contemplated and there have been reserve studies done.
Ms. Robinson asked what is the five-year plan?
Mr. Laughlin stated we have a reserve study that is available online and that lists all of the assets and their expected life and when they are expected to be replaced. We follow that schedule.
Mr. Taylor stated we have annual meetings with the residents and we do go over the whole schedule at that time. I’d have to look at my notes but I believe it was talked about at that point.
Ms. Robinson stated this is the biggest asset that Amelia Walk owns and it’s going to be totally obliterated this summer.
Mr. Kern stated it’s going to be completely renovated and that’s a huge difference. We haven’t been here for ten years so we’re getting caught up and we’re bringing to facility to where it needs to be and then the reserve study will set forth that plan. We will have a general comment section again at the end. We are still in the middle of the agenda.
A resident stated I know you guys have a certain way you do things but at this point in time I don’t feel like you guys are on our side. I don’t know how everybody else feels. I feel like you guys are like no, we do this a certain way and you cannot voice your opinion but this is what we pay for and this is our lives. I know you don’t live there and he doesn’t seem happy that we’re all trying to talk and express our opinion but you already have 90% of the community that can’t make it to these meetings because of the time you hold them so we’re here, I had to bring my children, I had to get somebody to pick my son up from the bus stop and we’re here to voice our concerns. We think as a community that you should push it back. We think that we’re getting the short end of the stick and we should see what the cost would be if we push it back to the fall. It can’t be that much; they haven’t really done anything. We will bring our own pool furniture to the pool; we don’t care. I think that’s something you guys

should look at and start saying maybe we should work harder for them. You still have all those lots you have to sell and we are the ones that are going to be pushing those lots for you and say, man our CDD works hard for us and they want the best for us so you should move in here to Amelia Walk but at this point I’m not sure I’d recommend it to anybody.
Ms. Cindy Enfinger, 85207 Champlain Drive, stated I just want clarification. I understand the tennis courts may need to be closed during the renovation. Is there anything scheduled to be going on specifically for the tennis courts?
Mr. Kern stated no ma’am.
Ms. Enfinger stated so just to mention some of the mulching and landscaping around the courts when it rains you can not squeegee the water off because it seeps back onto the courts. I understand there’s probably not funding to put a canopy type of cover over the bench seating there so that’s probably something that could come down the road. Oftentimes the sidewalk leading up to the tennis courts when it rains does not drain and there is always mud so that was my concern as to whether any of the tennis court landscaping issues could be addressed while the renovation is going on. My husband and I went out to the courts a couple Sundays ago because there was obviously nothing going on but if the restrooms are closed I’m limited in inviting friends over because I live a mile from the tennis courts so right now I either have to drive 10 miles into Fernandina Beach to play on the City courts with no guarantee of availability or like this morning I paid a guest fee and got invited over to Amelia National so I’m paying my CDD fees on top of either having to drive 20 miles round trip, or pay to play at another facility so I’m just wondering what part of the tennis courts is involved with the entire renovation.
Mr. Kern stated there’s nothing directly related to the tennis courts.
Mr. Lewis stated we’ve already issued the contract to do the work on the amenity center. Is there a chance it could be considered for future work?
Mr. Kern stated sure.
Mr. Lewis stated I would like to make sure we do that. Ms. Bock asked you mean the tennis courts?
Mr. Lewis stated yes the tennis courts.

Mr. Kern stated those are more general comments. Anytime you see an issue with water not draining off the court let Jen know or come to a board meeting like this and bring it to our attention and we can explore taking care of it.
Ms. Enfinger stated I’ve shared it and I’ve been told it’s going to be addressed.
Mr. Taylor asked Gregg, where are at with the clubhouse? We’ve awarded the contract, given notice to proceed and they’ve placed the order?
Mr. Kern stated yes they are already working on the front end. They’ve submitted a week and a half ago for the building permit so we are waiting on Nassau County. They’ve ordered their trusses.
Mr. Lewis asked do we need some kind of legal opinion of the costs incurred to date for what we would be liable for?
Mr. Taylor stated that’s what I was getting to. If the board elects to authorize me as a Chair to work with legal counsel after today’s meeting we could continue this meeting until the 29th and I would feel more comfortable answering and hearing the concerns of the residents for what our action plans are and then we could bring forth a resolution on the 29th. Does that sound feasible, Jason?
Mr. Walters stated that’s certainly up to the board but if you’d like to continue it and table the item until a future date that is certainly within your ability to do so.
Mr. Taylor stated we would table the award of the pool contract and then if you want me to look at what the repercussions of delaying the whole project it’s going to require me talking to the contractor for the clubhouse and see what we can do to delay the contract until next year.
Mr. Lewis stated I’d like to see what the costs incurred are going to be and extend the meeting until the 29th.
Mr. Taylor stated we don’t have furniture. That furniture has been disposed of. Ms. Bock stated and the fitness center equipment.
Mr. Taylor stated the fitness center equipment has been disposed of so getting that back is not an option.
Ms. Bock stated so you could open things back up but you would not have a fitness center with machines; you’d have a pool.

Mr. Taylor stated you’d have a pool and the clubhouse renovations would happen at a later time. I’d have to check with the contractor and legal counsel to see if that’s even a viable option. I would need the board’s approval if I see that not working to implement the contract that has been awarded. Gregg, you’re saying we could do the pool later but the pool would not be open while we’re doing the clubhouse renovation.
Mr. Kern stated we would still have closures if we move forward with the clubhouse renovations and I would caution that one contractor wouldn’t even bid on repairing the pool because they wouldn’t have any guarantees for it. The pool has been a discussion for years and this board is just now attempting to take action on it. The more we delay this I caution that we’re going to run into more issues. We’ve already seen the pool leak and that cost us I don’t know how much money. I’ve seen this in other districts where we wait until the wintertime and the shell contracts and you get a crack or something bigger happens and you end up with a
$15,000 water bill just because of a leak so I would just caution that it’s been an ongoing item for a long time, we’re finally trying to take steps to address it and I think there are growing pains and sure it’s not ideal that it’s not available but we’re going to get it done and we’re going to have a 15-year warranty and we’re going to have a pool we don’t have to worry about for however many boards to come. It’s the same concept with the amenity center. I think it needs the work and it needs help. It’s going to be more inviting, it’s going to be an asset to us as a board and as a district and it will be a better asset to the community, to the residents and to potential buyers. I just caution to delay it too much more.
Ms. Bock stated this is mid-April. Can you give a wild guess as to what day this would be completed? Would it be September 1st or would it be more like June 15th.
Mr. Kern stated I would expect in July.
Ms. Bock stated okay so part of the summer the pool would come back.
Mr. Kern stated absolutely. Again, we can’t expect a commitment until we make a commitment. We can talk about availability but when they go out of town for four weeks and we’ve just wasted another four weeks to get to this meeting where they could have put us on their schedule. I hate to say wasted because this is the process we go through but the longer we delay it until the 29th or the middle of next month, there is no commitment. They could take a job that’s in Ireland and we might get bumped again.

Mr. Taylor stated so maybe the motion would stand and give me until the 29th to sort this out, continue the meeting and we can award the contract at that time. If we don’t come to some comfort level that it can be executed then the board can evaluate and decide what the next steps would be. If we don’t take action today I or Supervisor Kern can’t move forward because the motion included him communicating with the contractor.

On MOTION by Mr. Taylor seconded by Ms. Bock with all in favor the proposal from Crown Pools for resurfacing the pool was approved subject to an agreeable schedule with Supervisor Kern authorized to execute the final agreement.

FIFTH ORDER OF BUSINESS	Consideration of Proposals for Installation
of Phase 3 Mailboxes
Mr. Kern stated this is standard for all of our new phases of development. We have to supply USPS compliant mailboxes so they tell us what is required and we just install them so we have an approved plan from USPS that outlines the number of units and locations and it’s intended to service the phase three area, which is everything west of Majestic Walk Boulevard in that new development phase. The total proposal is $13,585. We will have them revise that to remove the tax so you’re total would come to $12,696.84. I did receive one other from a contractor late yesterday and it was higher this one and a contractor that I’m not familiar with so I would have made a recommendation on this one anyway. It’s pretty straightforward.

On MOTION by Mr. Taylor seconded by Mr. Lewis with all in favor the proposal for installation of phase three mailboxes was approved.

SIXTH ORDER OF BUSINESS	Staff Reports
District Counsel
There being none, the next item followed.
District Engineer – Consideration of Requisition Nos. 35-37 (2018A) and 9&10 (2018)
Mr. McCranie stated requsitions 35, 36 and 37 all come from the series 2018A bonds. Number 35 is for Hopping, Green & Sams for $460 for legal services dealing with the construction of phases 3 and 4A. Number 36 is to Basham & Lucas for $8,750 for clubhouse

design. Number 37 and number 10 go together basically. Those are for my services for pre- construction meetings and set up, shop drawings and construction meetings. Those invoices are shown on both requisitions with 70.4% going toward the 2018A bonds and 29.6 going to the 2018 assessment area 3B bonds and that’s because of how we’ve broken up phase 4 construction. Included in number 10 is also redesign of phase 4B so that only went toward phase 4B and that’s where we raised up some areas so that we can construct 4B prior to 4A. We’ve changed the phasing and therefore we had to change some of the profiles of the roads for the sewer so we’ve done that. Number 37 is for $5,596.80. Number 10 is for $9,073.20. Number 9 is to Hopping, Green & Sams for $897 for legal services specific to 4B, which is assessment area 3B, series 2018.

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor requisition numbers 9, 10, 35, 36 and 37 were approved.

District Manager
There being none, the next item followed.
Community Manager - Report
Ms. Erickson stated we have a bid from Trim All. They did some work without authorization. The first one is $3,857.96 and the second is for $2,380.50. What was told to me is there were a lot of zones that needed to be reworked, rewired, replumbed and this is on top of the $1,200 and change.
Mr. Taylor asked did you authorize that?
Ms. Erickson stated no when they sent me a bill I told them we wouldn’t pay this until I brought it to the board and I told them no repairs over $200 that aren’t immediately needed are to be done per our contract. Our contract is very clear that they are not to perform work outside of emergency services without prior authorization. They did subcontract some of the work out as they are not familiar with two-wire irrigation systems.
Mr. Taylor asked have they done any more work? Ms. Erickson stated no they stopped immediately.
Mr. Taylor stated because at the last meeting we just had the one invoice so they keep adding. Is that correct?
Ms. Erickson stated yes.

Mr. Taylor stated Jason, can you help us out here? We’ve got three invoices that are unauthorized. Obviously my vote would be not to pay but I’m concerned about liens because they’ve had subcontractors.
Mr. Walters stated the contract is extremely clear in terms of how additional work is to be authorized and approved. To the extent there was work done without proper authorization I don’t think we’re obligated to pay it. With respect to the liens we can certainly inform them of such and point them back to the contractural provisions they agreed to and how that works. To the extent of the lien, that is one of the benefits of being a government entity is you cannot lien district property and to the extent you even could you could not execute on that lien so I’m certainly happy to work with Jen regarding how this process works.
Mr. Kern stated my only concern would be if this was work that was supposed to have been done or repaired by the previous contractor, a reminder for the board is that this is a new contractor that is probably not 100% familiar with the process yet. It’s their fault no doubt, but if this is work that we think needed to be done and we don’t pay we are going to short them on work we may have approved anyways and also work that we may be able to back charge. I know there is still some money withheld from the other contractor.
Mr. Walters stated yes and I’m not suggesting a hard line of don’t pay these I just think it’s important we make sure the contractor realizes there is a process that we have in place. They are new to the project and we all understand that but perhaps we hold up on payment on this and have discussions with them first and then we can consider it at a subsequent meeting.
Mr. Taylor stated I’ll support that.
Ms. Erickson stated just so you’re aware, this seems to be a trend with Trim All. The flowers that they replaced in phase two were then later pulled because they felt they were dead. I got a call today that the mulch that is in the contract as he states is 50 yards short of what we actually need so they’re going to send us a proposal for $2,000 more than what our contract is. It seems like every time they do work there’s something added to it.
Mr. Taylor stated Jason if you would work with staff to educate and come back next meeting with the update I would appreciate it.
Mr. Walters stated happy to do so.
Ms. Erickson stated on the re-painting of the monuments the companies that did bid prior are willing to keep the prices they gave us originally. I’ve got RCI for the six monuments

to be repaired, pressure washed and painted at $8,600. I have Vice Paintings at $1,500 per monument. I had one company just bid on painting and cleaning of those and it’s $1,920.
Mr. Kern asked would this be under O&M or capital?
Mr. Laughlin stated if it’s listed in the capital reserve study it can come from capital.
I’d have to look into that.
Mr. Taylor stated we have a $40,000 repairs and maintenance budget in the general fund on page two.
Mr. Kern stated this is a $9,000 repair bill.
Mr. Laughlin stated we are under that budget currently by $12,000 but it is a projection. Mr. Taylor stated so we have construction fund budgets through CDD dollars and proceed which is what he referred to here and then the O&M. We can bring forth the motion at
the next meeting on this.
Mr. Kern stated I would like to see the proposals in the next agenda package.

SEVENTH ORDER OF BUSINESS	Supervisors’	Requests	and	Audience
Comments
Audience Comments
Mr. Buddy Price, 85037 Cherry Creek Drive, stated first I’d like to thank the board for putting the drawings of the amenity center on the CDD website. I think that was helpful for some of the folks to be able to see what is planned. One thing I have noticed is the posting of the previous minutes seems to be behind.
Mr. Laughlin stated they can’t be posted until they’ve been approved at a meeting so for instance we just approved the minutes from the March meeting today.
Mr. Price stated I think the last set of minutes that were posted were from January. Mr. Laughlin stated I’ll look into that.
Mr. Price stated as I stated at the last meeting I’ve been dealing with contractors for 30 years in an industrial setting primarily and delayed work is something they run into occasionally. Occasionally there is a cost involved but a lot of times if they haven’t got the man-power schedules and all that you can cover their cost of what they’ve expended, put everything on hold and then have them pick up at the appropriate time so there’s a good chance there may not be any additional cost for delaying the work and we could possibly delay the work until the October timeframe. Yeah, we wouldn’t have the fitness center but the pool is

pretty big in the summer around here. Based on the current schedule and expected issuing of permits, when do we expect the amenity center to be complete?
Mr. Kern stated when I was previously asked I said I would expect July.
Mr. Price stated so I can expect the amenity center work to be complete sometime in July based on the permit schedule.
Mr. Kern stated it’s not the permit schedule it is the schedule that has been conveyed to us by the contractor.
Mr. Price stated it’s 45-days and from issuance of the permits they have five days to mobilize so we’re looking at 45-days from when they get the permit issued and you said the permits are coming soon.
Mr. Kern stated yes it’s been applied for.
Mr. Price stated so we could theoretically be getting the pool back in July. Mr. Kern stated again, the pool is subject to what we decide.
Mr. Price stated being that the Americans with Disabilities Act is driving closures of all of the amenities so if we’re going to close the pool anyway because of all the amenity center work it would make sense to do the pool at that time so if we can’t delay it out to September or October and we’re going to get it back in July my comment is let’s try to get it done at the same time. [Remaining comments were inaudible.]
Mr. Sonnati asked the balance sheet and income statement and assessment schedule that are coming up next is available online, correct? Daniel you mentioned something about the reserve accounts. Are they available online as well?
Mr. Laughlin stated yes it’s in the budget. Mr. Sonnati asked are they funded?
Mr. Laughlin stated yes we budget it in the general fund and then it is deposited into the capital reserve fund.
Mr. Sonnati stated we had to pay an assessment for getting the pool so currently there were no reserves prior, is that true?
Mr. Laughlin stated there was no assessment change for this work that is being done. Mr. Sonnati asked so that was just a general increase we paid last year?
Mr. Taylor stated that was an O&M budget increase.

Mr. Lewis stated it’s safe to say this upgrade to the amenity center and the pool update is not going to be coming out of our O&M. We had that discussion before we even started. While I’m on the floor I want to make note that I am a resident in the community and there is another resident on the board who just happens to not be here today. We are looking out for the community’s best interest and we had a lengthy discussion two weeks ago and a month earlier than that about this where all of these issues were addressed and we’re going to continue to deal with the issues. The CDD website and the people on the board are identified on the CDD website and if you want to contact any of them, including the two resident members of this board, you have the right to do that. That means my email address is on the website so if you want to contact me with something feel free but understand as a resident member of this board I am very restricted in what I can do and what I can discuss outside of this board meeting so please appreciate that as you contact us.
Mr. Walton stated I apologize; I’m late in participation in this whole thing so I apologize if anything I said created any decision at all. That wasn’t my intent. I’m going to revert to one last thing. I don’t know when it was discussed about what the timeline or  schedule was for the amenity center and that I understand it made sense that the amenity center
 	 [inaudible] to enter the pool but as you know because of my license I’m getting a lot of comments within the community of why is this happening. Maybe the board should take a minute to say to the community residents, maybe we didn’t think about the timeline or execution of this or how it would impact the summer with the kids because they are getting out at the end of May and they are getting back in during the middle August and they just cut everybody’s expectation of summer in half and it kind of hit everybody as a surprise. Maybe we knew the amenity center upgrade was going to happen we didn’t know it was going to close down the pool. I’m not asking you to apologize as much as I’m saying it might make sense to put it out there that the schedule could have been thought through better and we will try to do that in the future, I don’t know.
Mr. Kern stated I acknowledged that it was unfortunate timing but I don’t think it was the intent of this board to schedule it during that time. We had been talking about it for a long time; from budget season when it was put into capital projects to the time that gets approved and we actually get funding available and now we can go get an architect on board and then we wait for the design to go through, so there is a lot of back and forth and we’ve been working on

this for eight months or more. I’ll acknowledge that it’s unfortunate timing and I’ll take the blame for it if we want but I think wholeheartedly that it’s going to be a great benefit for the community.
Mr. Walton stated I heard two comments. The first one was that it could be put off until next year. I don’t think anybody was suggesting that it be held over until next year. I think it’s something that could be done in the end of the third quarter or the beginning of the fourth quarter and be relatively fast because I know for a fact that pool-wise there are going to be  guys out there that are going to be hungry; especially labor force-wise. The other thing is I guess the amount of dollars incurred on what money has already been spent on I think you made a really good point that it’s not enough to sway the disgruntled opinion of the residents moving forward with working with the board. I didn’t hear anybody make mention of that at all. You made the contingency on whether the pool contractor could fit your timeline. I’m here to tell you he’s not going to be able to.
Mr. Taylor stated we are continuing the meeting until the 29th to follow up on that decision. We wanted a motion to go forward so we could start exploring options.
Ms. Avino stated when you are discussing this and looking at different ways to do it I think there are two questions still. Can we go on with the construction in the amenity center and have the pool open at that time and that’s something you have to find out, or do we have to shut the whole thing down until October.
Ms. Taylor stated my biggest concern is open communication. I know it’s probably on me that there is a lot of communication I could find if I go on the website and go into minutes and this and that but as a parent if we could have more open communication with this is what we’re thinking and this is what we’re doing because getting six days notice that all of the sudden we’ve decided this and now it’s closing it’s just not convenient so setting up expectations would be nice.
Mr. Lewis stated I think along those regards it would be good if we could regularly send some kind of an update to what we’re doing and what we’re agreeing to move forward with through Jen out to the community.
Ms. Robinson stated you guys as a board need to ask North Hampton if we could borrow their pool. I’m sure people would pay like a dollar a person to use their pool. I think that would be a nice thing to do. It’s not like it’s going to be the whole summer.

Mr. Kern stated they would be limited. There are capacity issues with pools and they are designed for a certain amount of residents and that’s why at a public pool they track how many come in and out so it would be difficult but if you have someone you know maybe they can get you in there.
Ms. Robinson stated I don’t know anybody around here but every neighborhood has a pool and maybe you guys have some friends on some other CDDs.
Ms. Krauss stated I know North Hampton has security at their pool and they are very strict on who goes into their pool. I have a couple of friends that live there and they fret about me taking my five kids so I’m not sure that would work. I’ve checked already because I’m worried about the summer and me going crazy with all my kids. What would we as a community have to do to have these meetings moved to a later time? Is that a possibility? I know a lot of people would like to come to the meetings but can’t and they would have to take off work to come and get babysitters. Obviously it’s not fun for us to wrestle our children  while we’re trying to discuss our community.
Mr. Taylor stated the board had a couple of town hall meetings last year, maybe one.
Ms. Krauss stated I know you had one late one and I was there for that one and there was a huge show out.
Mr. Taylor stated and I think we committed to doing two evening meetings and I don’t think it’s been scheduled yet.
Mr. Kern stated it’s really just out of respect for staff and board member’s time too. There are avenues. You can contact any of us anytime. Jen is always available and can bring stuff to these meetings on your behalf. Like Mike said we try to offer one a year that is at a different time.

EIGHTH ORDER OF BUSINESS	Financial Reports
Balance Sheet & Income Statement
Assessment Receipts Schedule
Approval of Check Registers
Mr. Laughlin stated the check register is for $57,595.73.

On MOTION by Ms. Bock seconded by Mr. Taylor with all in favor the check register was approved.

NINTH ORDER OF BUSINESS	Next Scheduled Meeting
Mr. Laughlin stated we are going to continue the meeting to April 29th at 2:00 p.m. A resident asked will it be here?
Mr. Laughlin stated probably. I’d have to check to make sure they are available here.

On MOTION by Mr. Taylor seconded by Ms. Bock with all in favor the meeting was continued to April 29, 2019 at 2:00 p.m.

TENTH ORDER OF BUSINESS	Adjournment
The meeting was continued.

Secretary/Assistant Secretary	Chairman/Vice Chairman

B.

MINUTES OF MEETING
AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

The continuation of the April 16, 2019 meeting of the Board of Supervisors of the Amelia Walk Community Development District was held April 29, 2019 at 2:00 p.m. at the Amelia Concourse Amenity Center, 85200 Amaryllis Court, Fernandina Beach, FL 32034.

Present and constituting a quorum were:

Mike Taylor	Chairman
Gregg Kern	Vice Chairman
Rose Bock	Supervisor
Mike Lewis	Supervisor

Also present were:
Daniel Laughlin	District Manager
Jennifer Erickson	Evergreen Lifestyles Management
Bob Johnson	Evergreen Lifestyles Management
Jason Walters	District Counsel (by phone)

FIRST ORDER OF BUSINESS	Roll Call
Mr. Laughlin called the meeting to order at 2:01 p.m.

SECOND ORDER OF BUSINESS	Audience Comments
There being none, the next item followed.

THIRD ORDER OF BUSINESS	Discussion	of	Amenity	and	Pool
Renovations
Mr. Taylor stated after the last meeting Mr. Kern talked to the pool contractor and general contractor for the amenities. Will you give us an update on those discussions related to schedule primarily?
Mr. Kern stated last time we met the Board approved the proposal from Crown Pools for the pool subject to confirmation that they could accommodate our schedule to coincide with the amenity center renovation. Crown responded with written confirmation that they would be able to start in early May and they have about a 30-day duration so I think that aligns quite nicely with our amenity schedule so they were approved. I believe that contract was circulated by District Counsel and is being executed currently.

Mr. Lewis asked could you provide an update on the amenity center permitting?
Mr. Kern stated Nassau County has issued a building permit so the next critical item in the schedule is the trusses. They’re supposed to have confirmation on their design this week and once they get the design they can go into manufacturing. That gives them their timeframe for when they will hit the site. Essentially what the contractor did when they did a hard lump sum bid for this project is they proposed a 45-day schedule so they allocated that much site supervision into that cost. What they’re doing is working their schedule back from the critical time, being the trusses, which is why you haven’t seen them on site because if they started two weeks ago they wouldn’t finish any earlier because the trusses won’t be ready any sooner and they also don’t have extended periods of site supervision in their contract currently.
Mr. Lewis asked and those are the trusses for the outside screen porch?
Mr. Kern stated yes it will no longer be screened but it’s the extended porch. What’s there today comes down and then per the plans gets extended twice as big as what it is now so those roof trusses are the most critical lead time.
Mr. Taylor asked and that’s accessible through the pool deck so if you were in the pool you could utilize the deck?
Mr. Kern stated yes, much like it is today. The renovation plan extends the porch out and extends the fence line around it so you will have connectivity between the recreational fields and courts and the porch itself so you will be able to come a little more freely whereas now you have to go either through the gathering room or around the pool deck. That gate that comes from the pool deck and goes to the recreation area that is currently locked at all times also has access control being added to it so there will be a lot more pedestrian flow and accessibility.
Mr. Taylor stated so what I’m hearing is it’s permitted, the trusses are being designed, the mobilization has occurred with the demo of some of the old furniture and equipment.
Mr. Kern stated yes I believe all but a few units are left to be removed from the fitness center but Jen has done a lot of work to get the facility ready for the contractors. What they indicated to me to expect to see this week is the site laydown, which is setting up the dumpster, construction fencing and those kinds of items.
Mr. Taylor stated the overall scope is adding an extended porch, renovating the fitness facility, new furniture, new pool furniture and repainting inside and out.

Mr. Kern stated yes and those are all covered under separate contracts. The GC will be responsible for everything related to the facility; the porch expansion, the fitness center expansion, and all of the painting and finishing. What we’ve approved subject to confirmation of the schedule was the pool. Last time we met we discussed the two options and we went forward with the resurfacing option so the pool is a separate contract for the district but they will basically come in and remove the surface of the pool, remove all of the tile, chip the gutters and then redo the whole shell, including the tile and the finish. There is a separate proposal that we discussed at either the last meeting or the one prior for what I call the FF&E, which is furniture, fixtures and equipment. I don’t know if this is the appropriate agenda item to bring it up under but I wanted to bring to the board the most recent proposal from Micamy. I think last time we met it was an estimate based on final layout and selections so we’ve gone back and forth with a couple of revisions and this is where we’ve landed. I don’t want to lose sight of the other agreements we need to get in place to meet the schedule for the amenities. One is going to be the FF&E and the other is going to be the fitness equipment. Those are both items that take six to eight weeks just to order them so we’re making progress on the FF&E. This proposal includes all of the pool deck furniture, the furniture underneath the covered veranda, as well as the furniture on the porch and interior for the gathering room so that’s going to be all of your lounge chairs, tables, umbrellas, interior tables and chairs. There’s an itemized proposal here with the total coming to $92,513.10. I think the original estimate was at
$110,000 or $115,000. To meet our budget the goal was to get that down closer to this $95,000 number so I’m confident this is now within budget and will provide a really nice package for the whole facility. As I mentioned, the timing is critical. It’s six to eight weeks generally from the time they receive deposit. They will not order without a deposit so what I’d like to get from the board today if we’re okay to move forward is an approval for this number and then for the deposit payment, which is shown at $69,384.87. I’d like to have that processed as soon as possible so we can have furniture by the time the facility is ready.
Mr. Laughlin stated we just need to approve the actual proposal. The deposit is part of
that.

On MOTION by Mr. Kern seconded by Mr. Taylor with all in favor the revised proposal from Micamy Design for amenity FF&E in the amount of $92,513.10 was approved.

Mr. Kern stated the final component that we need to focus on would be the fitness equipment. What I’ve done in other districts is leased the equipment rather than paying the full amount up front so the district would enter into a lease agreement. Essentially it’s the same process. You go through a layout with the vendor and then very much like an FF&E proposal you go back and forth on the actual layout and equipment provided.
Mr. Taylor asked do we have to solicit proposals on this through an RFP? Mr. Walters stated we are well under the statutory limits on those.
Mr. Kern stated I’ve used this vendor in the past and they were the most competitive proposer at the time. Their unit prices are generally the same as well as their add-ins and those kinds of things so I’m confident that it is a competitive price. The vendor is SoFitCo. They’ve gone through the space that we have available for the amenity center and I think they’ve included in there several proposed layout images. It includes various cardio machines, some strength training machines and a free-weight area. It’s minimal because I don’t expect that we need a couple hundred pound dumbbells but there is an added free-weight component. Everything that you see in that layout is what is outlined in the proposal. There are a few things like medicine balls, strength training type things, sanitary dispensers and those kinds of things added in at no cost, it’s just something the vendor has done for us. The proposal itself is about midway through the package and the total is $74,584.32. Again, what I would suggest and what I’ve done at other districts is to lease the equipment so the vendor provides a leasing company, the district goes through the application process for leasing and basically selects  their terms. Much like buying a car you can do 24, 36, or 60 month terms.
Mr. Taylor asked what do you need to move forward with a deposit on this to get this ordered.
Mr. Kern stated I just got it recently but I’d like to get approval for the total and to proceed with staff on the leasing options to make a decision. To do the application process just takes time and I’d like to get the ball rolling on that if we can.
Mr. Lewis asked is the $74,000 a lease total or a combined total?
Mr. Kern stated either or. It’s the same amount whether we want to lease or buy outright.
Mr. Lewis asked what are the advantages and disadvantages of leasing over buying? Do they maintain the equipment?

Mr. Kern stated there are manufacturer warranties provided that can generally accommodate your terms. A lot of times you can include your first year of service and maintenance and I don’t know if he included that, but then we can add that if we’d like to select that as an option. I would say generally the benefit to leasing versus buying outright is the obvious cash outlay today so you can make the payments over time. That’s where we have to decide the comfort level with what type of interest we’re comfortable paying but at the end of the term the district owns the equipment outright. I think the terms call for a $1 transfer as kind of your last payment and then the ownership is 100% the districts. It’s like anything else. We expect we can get five years, the warranties cover parts for three years and we can add service plans and those kinds of things to get us through and then once you have paid in full you have full ownership of the equipment.
Ms. Bock asked do we pay tax? Mr. Taylor stated there’s no tax.
Ms. Bock stated it’s included in the total amount.
Mr. Kern stated we can have them revise that to exclude the sales tax. Ms. Bock stated they’ve given us the price for 36 months.
Mr. Kern stated Daniel, once we provide the tax exemption certification they can revise their proposal to remove the tax.
Mr. Taylor asked the equipment pieces that are laid out in this proposal, are they equal to or better than what was there before?
Mr. Kern stated certainly. There are more pieces and of course they’re brand new. In my experience with amenity centers, working with Evergreen and going around and keeping  up with what people used there seems to be some standard pieces of equipment that always get used more than others and I think, particularly for Amelia Walk, it’s not a Cross Fit gym so I think it’s pretty fitting for our type of resident.
Mr. Lewis stated it looks like two treadmills, two recumbent bikes, a couple of ellipticals and then a multi-station machine in the middle.
Mr. Kern stated the strength training machines are going to be the simulated movements, not your free weights. We can always tweak the layout when the machines come in. It’s really giving us a concept and trying to narrow down what equipment is included on the

proposal. I suppose you could always look at adding things if you needed to down the road. The intent is to get a nice space and range of different equipment.
Mr. Taylor asked so the goal for you today is to get authorization from the board to move forward so that we can get this in time for the completion?
Mr. Kern stated yes what I find is if we wait and don’t make any progress in between the meetings then we are losing months at a time and the reality is the equipment is not just sitting there waiting for us so once we commit to them we can get them to accommodate our schedule. I think we still have time but I don’t want to wait until the next meeting. I don’t know if that means approving the proposal and then authorization for myself or staff to work with the vendor on the leasing options.

On MOTION by Mr. Kern seconded by Ms. Bock with all in favor the leasing of fitness center equipment with SoFitCo and Supervisor Kern and staff authorized to finalize the leasing options was approved.

Mr. Lewis asked do we still have a confidence factor in the schedule that was shared two weeks ago? It was sometime in July that if we kept going down the path we’re going that we would get everything done. Do we have any more visibility into that or is that still a good schedule?
Mr. Kern stated I would say yes. I received a detailed schedule from the contractor today so when I get it in PDF I will share that with GMS. They are going to start laydown this week and then you will see heavy activity towards the end of the month and their current completion date is the end of July so with the GC’s schedule that is what we talked about and with the pool I confirmed his availability with the 30-day duration so that puts him complete before the amenity GC. The FF&E is another one we need to get the deposit processed and paid in order to keep that one on track but I think that will still fit with that schedule and then the fitness equipment if we can make progress I think I can make that one land within the schedule as well.
Mr. Lewis asked so there’s nothing else that would need to be done, the furniture, the fitness equipment, the trusses, all that stuff should be on track?

Mr. Taylor stated to get the pool open obviously you have to pass a health inspection and there are a couple inspections that have to happen through the county and health department. With the building the permit just needs to be closed out. I don’t think it requires furniture.
Mr. Kern stated I don’t believe there is a furniture requirement; it’s actually probably opposite. With new construction you almost can’t furnish before you get your certificate of occupancy. Talking with the GC today I think they’re going to be able to manage the movement onsite and try and contain some of those construction areas to where we can keep certain amenities like the playgrounds and the tennis courts open throughout construction. At times they may need to close access to get materials in and out but between those and any other component within the facility the idea conveyed to them was it just needs to be available as soon as possible so if the pool potentially finishes first, we certainly don’t need fitness equipment to open the pool again for example, so there’s an opportunity to get different components available or open throughout the process.
A resident stated you have to have the bathrooms open to have the pool open.
Mr. Kern stated there’s not a whole lot of work in the bathrooms but there is some work to be done there so if the GC has the bathrooms done and the fence done and the pool contractor has the pool done there is a potential we will have all of the components to where the Department of Health will say, sure you can open your pool. We’re just going to continue to monitor that through the process to see how we can make things available when they’re ready.

FOURTH ORDER OF BUSINESS	Supervisors’	Requests	and	Audience
Comments
Audience Comments
Ms. Amanda Krauss, 85052 Calumet Drive, asked whenever you met with the contractor did you talk to him about pushing everything back until the fall when it’s too cold to swim to see what he said about that? That was discussed at the last meeting.
Mr. Taylor stated we looked at our contract and spoke with our legal counsel and looked at the cost delays that would be incurred and it made sense to move forward with the way we’re going.
Ms. Krauss asked so you didn’t even talk to the contractor about it?

Mr. Taylor stated we had discussions with the contractor.
Ms. Krauss asked and he said no it would cost us too much money as a community?
The end of July is the entire summer. Kids start school back the second week of August.
Mr. Taylor stated we understand the comments and concern. We just recently got the funds in place to move forward with this process. This has been an ongoing issue for the community. It’s our decision as a board, as you heard, to move forward with the project.
Ms. Joan McDonald, 85405 Cherry Creek Drive, stated I missed the April meeting I just read what people had written but I was at the March meeting when everything was being carted out and that’s when we basically didn’t have a fitness center, didn’t have the pool or anything. My understanding that day was you were getting this proposal back to the contractor that day and he was to have two days to respond and three days to start. What date was that contract actually signed?
Mr. Taylor asked with the building contractor? I’d have to go back and look at the notes. I don’t have it off the top of my head.
Mr. Kern stated I know off the top of my head it did take longer.
Ms. McDonald stated obviously it took longer because now we’re in May.
Mr. Kern stated yes circulating the agreements and getting them executed took longer than the bid manual actually stipulated.
Ms. McDonald stated I’m hearing six to eight weeks on the furniture. Furniture for the outside or for the fitness center could very well take 12 weeks. I don’t understand why these components were not done at least a month ago. Everyone is most upset about the pool because it looks like the pool is basically not open during this entire season. Why was this not planned for during the winter or after school starts up and I think that’s what most people are unhappy about. You may have started this last summer but it’s taken you this long to get contracts in place and there was no reason to close up the pool at that point until they were ready to work.
Mr. Kevin McDonald, 85405 Cherry Creek Drive, stated I’m sitting here listening and I don’t see any pre-planning that was done prior to closing the amenity center and the pool. We’re just now talking about replacing the gym equipment when I assume this was part of the original idea of the renovations. That could have been done in February. It just seems like we’re closing the amenity center and now we will start figuring it out and making plans.

Mr. Taylor stated that’s not completely accurate. We had the budget adopted in October of last year; it had moved forward under the pretense that we would move forward with a renovation to the clubhouse. The board meets monthly, it doesn’t meet every two weeks, and we have to meet as a group with a public quorum to make decisions. Certain meetings have tasks that have to be given to certain staff levels to bring forth proposals and information and then we act on those items. I understand everybody’s concern and I think as a representative of the board I do apologize that it’s starting at this period of time. With the cost of delays and the discontinuation and bifurcation of contracts it just did not make sense to do that. We didn’t look at starting it in the winter but that’s when a lot of people do their jobs and sometimes that adds delays, weather delays and whatnot. It obviously doesn’t affect the swimming cycle for the kids and I get that. I was a swimmer in college and I understand the importance of swimming and having fun in the community. I think the reality is this takes time and it’s not something that can be implemented on a whim. We have to get the board to approve the budget, we have to identify the vendors that can do the work and we have to negotiate with the vendors. It’s a culmination of a lot of things. I wouldn’t say this just started when we shut down the building.
Mr. McDonald stated I’ve done everything you just mentioned throughout my career and none of it would have been handled like this.
Mr. Howard, 85142 Majestic Walk Boulevard, stated Gregg and I have had many conversations over the last couple of months. One, it wasn’t supposed to take six to eight weeks when we talked. When was it discussed amongst the board in an open forum to not delay the construction?
Mr. Taylor stated we discussed the different options at the last board meeting. Mr. Howard asked and you voted on it at that time?
Mr. Taylor stated we voted to continue the meeting to today.
Mr. Howard asked how much extra was it going to cost to delay construction? Mr. Taylor stated in excess of $50,000.
Mr. Howard stated I build multi-million dollar homes and I’ve built multi-million dollar commercial buildings. I’ve been in construction for 40 years since I was 13 working for my parents. This is not the way construction goes. You do not close a building down before you’ve gone through all of your proposals and everything. You do not disrupt the whole community’s

summer but the board doesn’t seem to really care. Who are the members of the board that live in the community?
Mr. Lewis stated I am. I joined the board in February.
Mr. Laughlin stated Craig Brewis as well, but he’s not here.
Mr. Howard stated I realize you all own most of the properties still and will for many years to come as far as Greenpointe goes but this is not the way things are supposed to happen and I really hope you don’t keep doing things this way. You have a big sign out there for Morrison that says, “community pool”. They can’t even get in to see what it’s going to look like. When is construction actually going to start? Are you positive they are going to start this week?
Mr. Kern stated they are starting laydown is what they confirmed this morning. Mr. Howard asked when will they actually start demo inside the building?
Mr. Kern stated demo was middle to end of this month.
Mr. Howard asked do you have the paper schedule with you? Mr. Kern stated yes.
Mr. Howard asked can you start reading us some numbers?
Mr. Kern stated I’m happy to share it once I get the PDF. I’ve given you the dates. End of July is substantial completion.
Mr. Robert Sonnati, 85204 Champlain Drive, stated I heard the amenity center was going to take 45-days and the pool was going to take 30. Is that correct?
Mr. Kern stated the contractor confirmed we are on the schedule for the beginning of May to start.
Mr. Sonnati stated so if he starts May 1 in 30 days he’s done the first of June. If the other guy starts two weeks from now in the middle of May we should be able to open that pool by July 4th. Do you have a maintenance and repair schedule for the future? Everything on property is going to be done in the next 15 years. Lay it all out, estimate how much it’s going  to cost and have dates so you guys can get ahead of this.
Mr. Laughlin stated we have one of those. It’s called a reserve study and it should be on the website.
Mr. Sonnati stated in the future I hope you guys take a good look at it.

Mr. Laughlin stated that is part of our budgeting process. Each year there is a certain amount we need to include in the budget to plan for future repairs.
Mr. Sonnati stated you’re going to put in the budget the year that it is done.
Mr. Laughlin stated no, it takes all of our assets and breaks it down to smaller amounts per year so when something does break we’re ready to repair it.
Mr. Sonnati stated okay so it’s almost like setting up a reserve account, which is the way I used to do it when I was Treasurer of Ocean Village. We set up reserve accounts and when it came time to pay our bills the money was already allocated and the officers could then just go ahead and get the contract and do it. We didn’t have to have board meeting after board meeting to get things done. Once it was approved the officers that were elected could just say, we’re going to start this, we’ve got the money in the reserve account and it’s done. You don’t have to be billing everybody every year for additional funds to pay for these things because we got stuck pretty good this time.
Mr. Laughlin stated that is the procedure that we use.
Ms. Newburger, 85063 Majestic Walk, stated I have a concern about the maintenance also. There are signs in the community, signposts with the names of the streets or different neighborhoods that look like they haven’t been attended to in years. When are these things going to be done? We live in a pretty nice price point neighborhood. What do you think about living in some place with things like this?
Mr. Taylor stated we have proposals coming in.
Ms. Newburger asked when will it be done and when will we start seeing some of these things being taken care of?
Mr. Laughlin stated we will be discussing that at the next meeting.
Ms. Newburger stated I’ve heard that since February. It’s really unacceptable.
Mr. Bob Rosia, 85570 Berryessa Way, stated three years I’ve lived here. I’ve complained to Jen 30 times, she gave me 30 different explanations that this was all going to be taken care of in different manners. The same people park on the double yellow line around the circle and when you come around that circle you have to swing wide and then there will be five or six other cars parked. If a car is coming the other way it’s really tough. Plus my wife almost hit a kid that ran out in front of a car. It was the guy’s own kid that parks his car there. I will not let this go. I come to meetings all the time and say the same stuff and you guys tell me

there are going to be signs put up and lines will be marked. The laws in here don’t pertain to the laws outside of this area because we own part of the roads or something but in a  community like this with as many houses why can’t you make a rule to park in your driveway or garage or find another spot. Don’t tell me you’re going to do something and then it never gets done.
Mr. Taylor stated if you’ve been to the last couple of meetings we’ve had the parking analyzed by our engineer and he’s made a recommendation to the board. You can check the meeting minutes for that. Gregg Kern is speaking with our HOA counsel because to make a rule or law change you have to have the HOA adopt new covenants and restrictions if I’m not mistaken.
Mr. Kern stated I believe District Counsel and the HOA counsel have been coordinating. My understanding is the district has to give the HOA the rights to be able to assess fines, which I think is what we ultimately agreed upon last time based on the plan that the engineer has come up with for no parking so it’s kind of a collaboration between the district and the HOA. I believe ultimately this board will need to adopt a resolution and the HOA board will need to adopt a resolution to enforce that parking plan and it would include fines.
Mr. Rosia stated I understand but when you park on a double yellow line right on a cul- de-sac that has nothing to do with a law about parking on a road you just can’t park on a double yellow line anyway so why can you do it in here?
Mr. Kern stated we certainly acknowledge it has a board and that’s why we’re taking the steps that we are because unfortunately there’s no enforceability.
Mr. Lewis stated as a board we passed a motion to send it to the HOA for review and currently that’s the status. Until we get feedback from the HOA board we’ve done everything we can do as a CDD board.
Mr. Taylor stated we will bring forward more information to the next board meeting.
Mr. Sonnati asked who is the HOA board? I thought you guys were the HOA board? I thought that was the only board we had to deal with.
Mr. Taylor stated there are two separate boards with two separate budgets. Mr. Laughlin stated this is the CDD, the Community Development District. A resident asked who is on the HOA board?

Mr. Kern stated Evergreen is our HOA management company and they can give you all of the details on the HOA board.
Mr. Sonnati stated he’s not alone on this issue. He’s got a lot of us that are supporting
him.
Mr. Laughlin stated the HOA is the enforcement side the CDD does not have much
enforcement power, which is why it needs to be adopted into the CC&Rs, which allows the HOA to charge fines.
Mr. Rosia asked what happened to the signs that were being made? Was that made up? Mr. Taylor stated we will bring that to the next board meeting.
A resident asked these contracts that are being negotiated, are there guaranteed completion dates and penalties being written into the contracts if these dates aren’t being met?
Mr. Walters stated yes we have a couple of provisions in the agreements that deal with that in terms of the schedule itself, which has to be submitted by the contractor, and then we have expressed provisions related to adherence to that schedule and acknowledgement by both parties that any delays could cause economic damages to the district and we could enforce that by contract so we’ve got a schedule we’re working with with all the vendors and we will hold them to those timelines.
Mr. Red Jentz, 85051 Bistineau Court, stated we’re kind of all in this together so I would like to recommend that in the future when we do a big project that there be better communication. Everything goes better when you get all of your stakeholders together and you explain what you’re going to do and even ask for help. We’ve got very talented people in the neighborhood that might be able to help. The second thing is I’d like to recommend for the package for the fitness center that we swap out a Concept2 rowing machine for one of the ellipticals. The reason being is a Concept2 rowing machine is adaptive and it takes up a whole lot less space when it’s in storage mode compared to an elliptical. You flip it up in the air and it makes the place look better. I was a rowing coach, division one, and it’s a great piece of gear. I don’t get commission on these things either. So two things, one is communication. Have a pizza party, announce it and say we’re going to do this and ask for people to get involved and become part of a committee ahead of time. I think that would go a long way to prevent this from happening again in the future.

FIFTH ORDER OF BUSINESS	Next Scheduled Meeting
Mr. Laughlin stated we are currently aiming for this location again, but when we do confirm the location it will be on the notice and we will put it on the website also for your information.
Mr. Kern asked in other districts shortly following the meetings is there a meeting summary or update? Is that something we can do with this board and then maybe we can share it on the website or with the HOA just in the interest of communication for folks who aren’t able to make it to the meeting. I know the meeting minutes have to get approved at the subsequent meeting and then get approved so they’re often a month or two behind.
Mr. Laughlin stated we were actually having a conversation about that.
Mr. Lewis stated yes I brought that up offline with Daniel and I’m going to try and summarize them and let Daniel approve them.
Mr. Laughlin stated I can get it on the website and I’m not sure about an email blast.
Ms. Bock stated Jim Oliver has done that before with St. Johns Golf/Sampson Creek just to keep the communication going and not have to wait for the minutes.
Mr. Taylor asked what method does it go out through Evergreen? Ms. Erickson stated email blast.
Mr. Laughlin stated I’ll get with Jim about that.
Mr. McDonald asked can I suggest with the May 21st meeting that there is an outline of what has been done. Not what is going to be done and what we think is going to be done, what has been done on the 21st since there is no access to residents. It would be great to have some pictures; here’s the demo, here’s the pool being worked on, tile being chipped out, etc. Let’s get some pictures that people can see physically what has been done. If nothing has been done let’s get those pictures too.
A resident stated to add to that, there could be a hand out with all of the critical path items and when they’re going to happen and that could be posted on the website too.

SIXTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Lewis seconded by Mr. Kern with all in favor the meeting was adjourned.

 	
Secretary/Assistant Secretary	Chairman/Vice Chairman

FOURTH ORDER OF BUSINESS

RESOLUTION 2019-10

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT APPROVING  A PROPOSED BUDGET FOR FISCAL YEAR 2019/2020 AND SETTING A PUBLIC HEARING THEREON PURSUANT TO FLORIDA LAW; ADDRESSING TRANSMITTAL, POSTING AND PUBLICATION REQUIREMENTS; ADDRESSING SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the District Manager has heretofore prepared and submitted to the Board of Supervisors (“Board”) of the Amelia  Walk  Community Development District (“District”) prior to June 15, 2019, a proposed budget (“Proposed Budget”) for the fiscal year beginning October 1, 2019 and ending September 30, 2020 (“Fiscal Year 2019/2020”); and

WHEREAS, the Board has considered the Proposed Budget and desires to set the required public hearing thereon.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2019/2020 attached hereto as Exhibit A is hereby approved as the basis for conducting a public hearing to adopt said Proposed Budget.

SETTING A PUBLIC HEARING. A public hearing on said approved Proposed Budget is hereby declared and set for the following date, hour and location:

DATE:	_______________________

HOUR:	_______________________

LOCATION:	_______________________
_______________________
_______________________

TRANSMITTAL OF PROPOSED BUDGET TO LOCAL GENERAL PURPOSE GOVERNMENTS. The District Manager is hereby directed to submit a copy of the Proposed Budget to Nassau County at least 60 days prior to the hearing set above.

POSTING OF PROPOSED BUDGET. In accordance with Section 189.016, Florida Statutes, the District’s Secretary is further directed to post the approved Proposed Budget on the District’s website at least two days before the budget hearing date as set forth in Section 2, and shall remain on the website for at least 45 days.

PUBLICATION OF NOTICE. Notice of this public hearing shall be published in the manner prescribed in Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof.

EFFECTIVE DATE. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 21st DAY OF MAY, 2019.

ATTEST:	AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

By: 	

Secretary	Its: 	

FIFTH ORDER OF BUSINESS

RESOLUTION 2019-11

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT RELATING TO PARKING ENFORCEMENT ON DISTRICT ROADWAYS; AND PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Amelia Walk Community Development District (“District”) is a local unit of special purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated in Nassau County, Florida; and

WHEREAS, Chapter 190, Florida Statutes, authorizes the District to adopt resolutions as may be necessary for the conduct of district business including the maintenance and operation of its infrastructure, including roadways; and

WHEREAS, the District financed, constructed, owns and operates the roadways within the District; and

WHEREAS, the District has identified various locations throughout the District where the parking of vehicles inhibits the safe navigation of the roadways by other vehicles and/or inhibits the appropriate fire hydrant access and utility access by emergency personnel, which areas are identified on the attached Exhibit A (“No Parking Zones”); and

WHEREAS, the Amelia Walk Homeowner’s Association (the “Association”) has the authority to enforce its covenants and restrictions within the community and desires to enforce such covenants and restrictions as they relate to parking on roadways within the community; and

WHEREAS, the District and the Association agree that the areas identified in Exhibit A shall be designated as No Parking Zones subject to enforcement by the Association in accordance with its covenants and restrictions; and

WHEREAS, the Board finds that it is in the best interests of the District and its residents to adopt this resolution and to authorize the Association to enforce the No Parking Zones.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT:

SECTION 1. The District hereby adopts the No Parking designations set forth in,
Exhibit A attached hereto.

SECTION 2. The District hereby authorizes the Association to enforce the No Parking designation on its roadways in accordance with Exhibit A and its covenants and restrictions.

SECTION 3. If any provision of this Resolution or the Rule is held to be illegal or invalid, the other provisions shall remain in full force and effect.

SECTION 4. This Resolution shall become effective upon its passage and shall remain in effect unless rescinded or repealed.

PASSED AND ADOPTED this 21st day of May, 2019.
ATTEST:	AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

EXHIBIT A

(No Parking Zones)

1!11 11

1\l1 11

1\l1  11

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1\1\    I    I

l\11   III
1\11 111
I

Amelia Concouse

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15' before and after a fire hydrant

60' after intersection

85' before intersection

M&A

FIRE HYDRAN T AREA	TYPICAL NO-PARKING AREA

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Mc c ranie & Associates, Inc.
3 South 2nd Street - Fernandina Beach, Fl 32034

Sheet No.

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Land Developmen t - Roadway Design - Permitting

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REVISION

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DIMENSIO NS AND NOTES TAKE PREFERENCE.

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Issue Date
February 15, 2019
Project No.

06005

SIXTH ORDER OF BUSINESS

AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR
PHASE V NEIGHBORHOOD DEVELOPMENT PROJECT

Notice is hereby given that the Amelia Walk Community Development District (“District”) will receive proposals for the following District projects: Phase V Neighborhood Development Project

The contract will require contractors to provide for the construction, labor, materials and equipment necessary to construct earthwork, roadway, recreational amenity, stormwater, water and sewer, and other associated scopes necessary to complete neighborhood developments, as more particularly described in the Project Manuals and in accordance with the plans and specifications.

The Project Manual, consisting of the proposal package, contract, proposal form, plans, and other materials, will be available for public inspection and may be obtained beginning 	, 2019 at 9:00 a.m. from Digital Village, 961687 Gateway Blvd, Suite 101-F, Amelia Island, FL 32034, (904) 277-1277. Plans may be obtained only as full size (24x36). The cost of each Project Manual will be the reasonable reproduction and assembly costs for each manual. It is recommended that prospective proposers contact Digital Village at (904) 277-1277 in advance to avoid printing delay and for cost information. Proposers may purchase as many Project Manuals as they would like. No partial Project Manual or plans will be available. The Project Manual will not be available for pickup at the offices of McCranie & Associates, Inc.

Minimum experience requirements to submit a proposal for this project: successful completion of at least two (2) residential infrastructure projects within northeast Florida (to include Nassau, Duval, St. Johns, and Clay counties) within the last five (5) years.

Proposals will be evaluated in accordance with the criteria included in the Project Manual. The District reserves the right to reject any and all proposals, make modifications to the work, award the contract in whole or in part with or without cause, provide for the delivery of the project in phases, and waive minor or technical irregularities in any Proposal, as it deems appropriate, if it determines in its discretion that it is in the District’s best interests to do so. Any protest of the terms and specifications must be filed with the District within 72 hours of pickup of the Project Manual, together with a protest bond in a form acceptable to the District and in the amount of $10,000.00. In the event the protest is successful, the protest bond shall be refunded to the protestor. In the event the protest is unsuccessful, the protest bond shall be applied towards the District’s costs, expenses and attorney’s fees associated with hearing and defending the protest. Failure to timely file a protest will result in a waiver of proceedings under Chapter 190, Florida Statutes, and other law.

Firms desiring to provide construction services for the referenced project must submit one original and eight (8) copies of the required proposal no later than 11:30 a.m. on 	, 2019 at the offices of McCranie & Associates, Inc., 212 B Centre St., Fernandina Beach, FL 32034. Additionally, as further described in the Project Manual, each proposer shall supply a bid bond or cashier’s check in the sum equal to five percent (5%) of the total amount of the bid with its proposal. Proposals shall be in the form provided in the Project Manual and submitted in a sealed envelope pursuant to the Instructions to Proposers. The District reserves the right to return unopened to the Proposer any proposals received after the time and date stipulated above. Each proposal shall remain binding for a minimum of one hundred and twenty (120) days after the proposal opening.

The successful Proposer will be required upon award to furnish a payment and performance bond for one hundred percent (100%) of the value of the contract, with a Surety acceptable to the District, in accordance with section 255.05, Florida Statutes. All questions regarding the Project Manual or this project shall be directed in writing only to McCranie & Associates, Inc., 212 B Centre St., Fernandina Beach, FL 32034, Dan McCranie, P.E., dan@mccranie-engineers.com. No phone inquiries please.

AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT
Request for Proposals – Phase V Neighborhood Development Project
Evaluation Criteria

Personnel.	(10 Points)

(E.g., geographic locations of the firm’s headquarters or permanent office in relation to the project; capabilities and experience of key personnel, including the project manager and field supervisor; present  ability to appropriately staff and manage this project; evaluation of existing work load; proposed staffing levels, etc.)

Proposer’s Experience.	(20 Points)

(E.g. past record and experience of the respondent in similar community infrastructure projects; volume of work previously performed by the firm; past performance for other community development districts in other contracts; character, integrity, reputation, of respondent, etc.)

Understanding of Scope of Work.	(10 Points)

Extent to which the proposal demonstrates an understanding of the District’s needs for the services requested.

Financial Capability.	(10 Points)

Extent to which the proposal demonstrates the adequacy of Proposer’s financial resources and stability as a business entity, necessary to complete the services required.

Price.	(25 Total Points)

Points available for price will be allocated as follows:

15 Points will be awarded to the Proposer submitting the lowest cost proposal , (i.e., the summation of the unit price extensions using quantity estimates provided, the allowances shown, plus the proposal contractor’s fee) for completing the work. All other proposals will receive a percentage of this amount based upon the  difference between the Proposer’s bid and the low bid.

10 Points are allocated for the reasonableness of unit prices and balance of bid.

Schedule.	(25 Points)

Points available for schedule will be allocated as follows:

15 Points will be awarded to the Proposer submitting the proposal with the most expedited construction schedule (i.e. the fewest number of days) for completing the work. All other proposals will receive a percentage of this amount based upon the difference between the Proposer’s timeline and the most expedited construction schedule.

10 Points will be allocated based on the Proposer’s ability to credibly complete the project within the Proposer’s schedule without a premium cost for accelerated work and demonstrate on-time performance.  These points will also take into account the demonstration of Proposer’s understanding (through presentation in the proposal of a milestone schedule) of how to meet the required substantial and final completion dates and the delivery approach outlined in the Project Manual.

SEVENTH ORDER OF BUSINESS

B.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the "Trustee"), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the "Indenture"), (all capitalized tenns used herein shall have the meaning ascribed to such te1m in the Indenture):

Requisition Number: 38

Name of Payee: On-Site Industries

Amount Payable: $ 6,348

Purpose for which paid or incuned (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs oflssuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

X		Series 2018A Acquisition and Construction Account Series 2018A Costs of Issuance Account
The undersigned hereby ce1tifies that:
□	obligat io ns in the stated amount set fmth above have been incurred by the District,

or
□	thi s requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set faith above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby fi.uther certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fmther certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such ce1tificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

BvJ/	4·		=
Responsible Offiec

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

Consulting Engineer

May 6, 2019

900 CENTRAL PARK DR. SANFORD, FL 32771-6634

INVOICE
002-19-249640D
DUE UPON RECEIPT

DATE

4/19/2019

$

AMOUNT ENCLOSED

AMELIA WALK CDD
475 WEST TOWN PLACE SUITE 114
ST AUGUSTINE FL 32092

MAKE CHECKS PAYABLE TO:
ONSIGHT INDUSTRIES, LLC. 900 CENTRAL PARK DR. SANFORD, FL 32771-6634

Invoice Questions? Please call 407.830.8861 or email aaron@thinkonsight.com

ORDERED BY GREGG KERN

LOCATION AMELIA WALK
PROJECT NAME PHASE 3 CBUS
CLIENT PO

PLEASE RETURN THIS PORTION WITH YOUR PAYMENT
   INVOICE: 002-19-249640D	PROJECT DETAIL - PAGE 1	

900 CENTRAL PARK DR., SANFORD, FL 32771-6634

CHARGES	PRICE EACH	QTY	TOTAL

P: 407.830.8861 • F: 407.830.5569

1	LABOR / INSTALLATION, INSTALL - JACKSONVILLE, LOCAL 30-45	$385.00	1	$385.00	
	ESTIMATED				
					
2	MAILBOX, CONCRETE POUR, 4” DEPTH - STANDARD, NA, 4”, NA, NA SIDED,	$950.00	1	$950.00	
	CONCRETE POUR FOR 3 STANDARD CBUS				
					
3	MAILBOX, CONCRETE POUR, 4” DEPTH - STANDARD, NA, 4”, NA, NA SIDED,	$650.00	2	$1,300.00	
	PAD POUR FOR 2 STANDARD CBUS				
					
4	MAILBOX, CBU, 12 DOOR, STANDARD, NA, STD NUMBERING, DARK BRONZE SIDED,	$1,392.28	3	$4,176.84	
	12 DOOR CBU - DARK BRONZE				
					
5	MAILBOX, CBU, 16 DOOR, STANDARD, NA, STD NUMBERING, DARK BRONZE SIDED,	$1,471.25	4	$5,885.00	
	16 DOOR CBU - DARK BRONZE				

SUB-TOTAL: $12,696.84 ESTIMATED TAX: $0.00 TOTAL: $12,696.84

DEPOSIT DUE: $6,348.42

Thank you for your business!
Visit us online at www.thinkONSIGHT.com

REQUISITION

AMELIA WALK COMMUNITY DEVELOPE MENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the "Trustee"), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the "Indentute"), (all capitalized te1ms used herein shall have the meaning ascribed to such te1m in the Indenture):

Requisition Number: 39

Name of Payee: Micamy Design Studio

Amount Payable: $ 69,384.87

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs ofl ssuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

X		Series 2018A Acquisition and Construction Account Series 2018A Costs of Issuance Account
The undersigned hereby certifies that:
□	obligations in the stated amount set f011h above have been incurred by the District,

or
□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;
each disbursement set faith above was incmTed in connection with the acquisition and/or construction of the Project;
each disbursement represents a Cost of the Project which has not previously been paid.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set faith above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the p01tion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such rep01t shall have been amended or modified on the date hereof.

Consulting Engineer

May 6, 2019

Client Address:
Amelia Walk, CDD Attn:	Project Address:
Amelia Walk
85207 Majestic Walk Blvd		
475 West Town Place Suite 114
St. Augustine, Florida 32092	Fernandina Beach, FL 32304		
Pool			
Item #	Item Name		Qty	Total	
1	Sling Chaise Lounge Chair		30 Ea	$10,125.00	

Exterior Trash Cans

Ea

$2,470.50

Aluminum Side Tables

8 Ea

$986.56

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

5	Sling Dining Chair

32 Ea

$5,529.60

6	42″ Round Metal Top Dining Table

8 Ea

$4,014.40

7	7.5' Umbrella (For Dining Table)

6 Ea

$2,908.74

8	9' Umbrella (Freestanding Umbrella)

8 Ea

$4,592.72

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

9	7.5' Umbrella Base

8 Ea

$1,100.00

10	9' Umbrella Base

8 ea

$3,240.00

13	Outdoor End Table

4 Ea

$567.00

14	Outdoor Coffee Table

2 Ea

$1,097.38

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

15	Three Seat Sofa

2 Ea

$3,626.10

16	Lounge Chair w/ Arms

8 Ea

$6,318.00

Pool Subtotal	$46,576.00

Covered Veranda/Sun Deck
Item #	Item Name

Qty

Total

17	Sling Bar Stool

12 Ea

$2,948.40

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

18	Exterior Trash Cans

2 Ea

$1,647.00

20	Sling Dining Chair

8 Ea

$1,382.40

21	42″ Round Metal Top Dining Table

2 Ea

$1,003.60

22	9' Umbrella (Freestanding Umbrella) Duplicated

2 Ea

$1,148.18

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

23	9' Umbrella Base

2 ea

$810.00

Covered Veranda/Sun Deck Subtotal	$8,939.58

Screen Porch
Item #	Item Name

Qty

Total

24	Outdoor Coffee Table

1 Ea

$548.69

26	Armless Single Chair

4 Ea

$2,323.56

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

27	Corner Lounge Chair

3 Ea

$2,506.68

28	Outdoor End Table

2 Ea

$283.50

Faux Teak Dining Chair

Faux Teak Rectangle Table

8 Ea

1 Ea

$1,780.40

$810.81

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

Screen Porch Subtotal	$8,253.64

Gathering Room
Item #	Item Name

Qty

Total

31	Coffee Table

2 Ea

$1,158.30

32	Stanton Chair

8 Ea

$6,404.40

33	Stanton COM Fabric

48 Yards

$1,879.20

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

34	Danielle Chair Natural

16 Ea

$4,665.60

35	Dining Tables

4 Ea

$1,620.00

36	Accessories	1 Ea	$1,350.00	

Other	Gathering	Room Subtotal	$17,077.50	
Item #	Item Name	Qty	Total	
37	MDS Delivery & Install Fee	1 Ea	$8,100.00	
38	Texacraft Shipping Charge	1 Ea	$2,553.88	
39	Florida Patio Shipping Charge (Includes Full Set-Up and Delivery)	1 Ea	$1,012.50	
		Other Subtotal	$11,666.38	

Client Address:	Project Address:

Amelia Walk, CDD Attn:
475 West Town Place Suite 114
St. Augustine, Florida 32092

Amelia Walk
85207 Majestic Walk Blvd Fernandina Beach, FL 32304

	Grand Subtotal	$92,513.10	
	Sales Tax	$0.00	
	Total	$92,513.10	
	Deposit Required	$69,384.87	

Client Signature	Date

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A
The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 40

Name of Payee: Earthworks of Florida

Amount Payable: $ 299,453.41

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

    X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

□	obligations in the stated amount set forth above have been incurred by the District,

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.
AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

By:  	
Responsible Officer

CONSULTING ENGINEER’S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

Consulting Engineer

If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

May 14, 2019

 APPLICATION  AND CERTIFICATE FOR PAYMENT	

TO (OWNER):	PROJECT:	Amelia Walk, Phase 4A and 48	APPUCATION NO:	Eight (8)	
Amelia Walk Community Development District		Amelia Concourse			
475 West Town Place, Suite 114		Nassau County	PERIOD FROM:	04/11/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	05/15/19	
				(05/25/19)	
FROM (CONTRACTOR):	ENGI NEER:	McCranie & Associates	PROJECT NO:		
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121		Fernandina Beach, FL 32034	SUBSTANTIAL COMPLETION DATE:		
MACCLENNY, FLORID A 32063
904-653-2800			
CONTRACT DATE:	10/5/2018	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
			
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM.... ...... .......... ............................	$	5,595,640.85	
2. NET CHANGE BY CHANGE ORDERS............... ... ..... .... ...... ... ..	   $		
3. CONTRACT SUM TO DATE (LINE 1 & 2)............................	$	5,595,640.85	
4. TOTAL COMPLETED & STORED TO DATE.......... ..... ...........	2,601,944.78	
5. RETAINAGE:		
a. 10% OF COMPLETED WORK............ .......	260,194.48

b. 10% OF STORED MATERIAL....................	 $	

TOTAL RETAINAGE (LINE Sa+ Sb)..................................................	 $	260,194.48 
THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE		
CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK	6. TOTAL EARNED LESS RETAINAGE ................. .......... ...... ............ .....	$	2,341,750.31	
COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL	
7. LESS PREVIOUS CERTIFICATES FOR PAYMENT......... ....... ...	
$	2,104,706.47	
AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR
WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND	
8.CURRENT PAYMENT DUE...... ............. ....... ... ... .................. ....... .	$	237,043.84	
PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT			
PAYMENT SHOWN HEREIN IS NOW DUE.	9. BALANCE TO FINISH, PLUS RETAINAGE.................. .............		

STATE OF:	FLORIDA	COUNTY OF:	BAKER
SUBSCRIBED AND SWORN TO BEFORE ME THIS 10th OF MAY, 2019

NOTARY PUBLIC:

 	Z:	#	

5/ 10/19	MY COMMISSION EXPIRES:

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	$ 	_
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABLE. THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NA MED HERE IN. ISSUAN CE, PAYMEN T AND ACCEPTANCE OF PAYME NT ARE WITHOlJT PREJUD ICE TO ANY RIGHTS OF THE OWNE R AND CONTRACTOR UNDE R THIS CONTRACT.

Amelia Walk Community Development District	CONTRACTOR:EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :	Eight (8)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	04/11/19
PERIOD TO :	05/15/19	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
43,913.75	
(0.25)		
43,913.50	
74%	
15,564.60	
(0.03)	
4,391.35	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	19,973.30	
SEEDING AND MULCHING AND SOD	229,877.57	-	-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
35,848.55	
0.00		
35,848.55	
76%	
11,385.90	
0.00	
3,584.86	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
0.00	
-	
1,318.89	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
707,689.22	
0.00		
707,689.23	
97%	
23,115.20	
0.00	
70,768.92	
ROADWAY CONSTRUCTION	1,24 9,525.28	45,837.60	-		45,837.60	4%	1,203,687.68	-	4,583.76	
STORM DRAINAGE SYSTEM	771,361.57	276,991.81	81,387.81		358,379.62	46%	412,981.95	8,138.78	35,837.96	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00	
-	
-		
-	
0%	
31,310.00	
-	
-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67	
90,606.60	
146,815.24		
237,421.84	
41%	
346,792.83	
14,681.52	
23,742.18	
JEA SANITARY SEWER SYSTEM	758,249.64	375,738.36	31,469.24		407,207.60	54%	351,042.04	3,146.92	40,720.76	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
102,941.17	
3,710.00		
106,651.17	
25%	
321,495.60	
371.00	
10,665.12	
WATER AND SEWER AS-BUILTS	30 692.50	-	-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
-	
-		
-	
0%	
15,750.00	-	
-	
LOT GRADING	392,952.00	392,951.80	-		392,951.80	100%	0.20	-	39,295.18	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	2,338,562.74	263,382.05	-	2,601,944.78	46.50%	2,993,696.07	26,338.20	260,194.48	

										
										
TOTAL CONTRACT	5,595,640.85	2,338,562.74	263,382.05	-	2,601,944.78	46.50%	2,993,696.07	26,338.20	260,194.48	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
													
MuBILILATION AND :SITE
PREPARATION													
MOBLIZATION	1	LS	10 000.00	10 000.00		-	-	-	1	10,000 .00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50		-		-	1	15,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 48	1	LS	11,200.00	11,200.00		-		-	1	11,200.00	1120000	100.0%	
ASBUILTS4A	1	LS	8,900.00	8 900.00		-		-	-	-	-	0.0%	
ASBUILTS4B	1	LS	5,000.00	5,000.00		-		-	-	-	-	0.0 %	
DENSITY TESTING 4A & 48	278	EA	28.70	7,978.60		-		-	220	6 314.00	6,314.00	79.1%	
PROCTOR	4	EA	275.00	1,100.00		-		-	4	1,100.00	1,100.00	100.0%	
l O I AL 1v1uBILILATIUN ANU SITI::.
PREPARATION				
59,478.10		-		-		
43,913.50	
43,913.50	

73.8%	
								Less Previous Draws .......... ... ..	43,913.75		
								Amount due this Draw.............	(0.25)		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4 000.00	101,600.00		-		-	25.4	101,600.00	101 600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4 000.00	20,280.00		-		-	5.07	20,280.00	20 280.00	100.0%	
STRIP4A	40184	CY	1.50	60,276.00		-		-	40,184	60 276.00	60 276.00	100.0%	
STRIP 4B	11718	CY	1.50	17,577.00		-		-	11,718	17,577.00	17,577.00	100.0%	
TOTAL CLEARING AND GRUBBING				199,733.00		-		-		199,733.00	199,733.00	100.0%	
								Less Previous Draws ...............	199,733.00		
								Amount due this Draw.............	-		

SEEDING AND MULCHING AND SOD													
SOD BEHIND CURB 1.67'	2524	SY	2.91	7,344.84		-		-	-	-	-	0.0%	
SODPONDSLOPES14&15	16944	SY	2.91	49 307.04		-		-	-	-	-	0.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		-		-	-	-	-	0.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-		-	-	-	-	0.0%	
SEED & MULCH LOTS	181813	SY	0.56	101 815.28		-		-	-	-	-	0.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104.97		-		-	-	-	-	0.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		-		-	-	-	-	0.0 %	
SEED & MULCH ROW	8183	SY	0.56	4 582.48		-		-	-	-	-	0 .0%	
SEED & MULCH LOTS	64174	SY	0.56	35,937.44		-		-	-	-	-	0.0 %	
TOTAL SEEDING AND MULCHING AND
SOD				
229,877.57		
-		-		-	
-	
0.0%	
								Less Previous Draws ........ .... ...			
								Amount due this Draw........ .....	-		

Page 1 of 12

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT
MEAS URE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

% CO MP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 48	6800	LF	1.97	13,396.00		-		-	6 800	13,396.00	13 396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6 708.30		-		-	-	-	-	0 .0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	-	-	-	0.0 %	
MAINTENANCE OF CONSTRUCTION ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		
-		-	
0.7	
2,065.78	
2,065.78	
70.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE48	
1	
EA	
2,951.11	
2,951.11		-		
-	
0.7	
2,065.78	
2,065.78	
70.0%	
TOTAL EROSION AND SEDIMENT
CONTROL				
47,234.45				-		
35,848.55	
35,848.55	
75.9%	
								Less Previous Draws ...............	35,848.55		
								Amount due this Draw... ..... .. ...	0.00		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.45	6 594.44	100 .0%	
NPDES PERMIT 48	1	LS	6,594.44	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
TOTAL STORMWATER POLLUTION
PREVENTION PLAN				
13,188.88		
-		-		
13,188.89	
13,188.88	
100.0%	
								Less Previous Draws ... .. ..........	13,188.88		
								Amount due this Draw...... .......	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													

OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 4B	

14935	

CY	

2.40	

35,844.00		

-		

-	

14,935	

35,844.00	

35,844.00	

100 .0%	

OVER-EXCAVATE & BURY STRIPPINGS
/ LOAD & HAUL OUT EXCESS DIRT 4A	

25249	

CY	

2.40	

60,597.60		

-		

-	

25 249	

60,597.60	

60,597.60	

100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	8880	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		
-	
2,803	
6,727.20	
6,727.20	
100.0 %	

EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK/ DRIVEWAY AREAS 4A	

477	

CY	

2.40	

1 144.80		
-			

477	

1,144.80	

1 144.80	

100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		-		-	
10,223	
24 535.20	
24,535.20	
1000%	
EXCAVATE POND #14 / MOVE DIRT TO LOTS4A	
88708	
CY	
2.40	
212,899.20		-		-	
88 708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-			227	544.80	544.80	100.0 %	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
2.40	
150,444.00		-		-	
62 685	
150,444.00	
150,444.00	
100.0%	

EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	

3914	

CY	

2.40	

9,393.60	

n	-··	-		

-	

3,914	

9,393.60	

9,393.60	

100.0 %	
-

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
2.40	
99,758.40		
-		
-	
41,566	
99,758.40	
99,758 .40	
100.0%	
EXCAVATE POND #151LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5 596.80		-		
-	
2,332	
5,596.80	
5,596.80	
100.0%	

EXCAVATE FROM POND 14 4B MOVE DIRT TO NON STRUCTURAL AREAS 4B	

2080	

CY	

2.40	

4,992.00		
-		

-	

2,080	

4,992.00	

4,992.00	

100.0%	
STATION BALANCE 4B	7732	CY	2.40	18,556.80		-		-	7,732	18 556.80	18,556.80	100.0%	
DEWATER4A	253156	CY	0.25	64 131.50		-		-	253 156	64,131.50	64,131.50	100.0%	
DEWATER4B	11718	CY	0.24	2,812.32		-		-	11,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		-		
-	
1,082	
2,596.80	
2,596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY	
2.40	
134.40		-		
-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		
-		
-	
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE4B	
7732	
CY	
0.60	
4,639.20		
-		-	
7,732	
4,639.20	
4 639.20	
100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY	
0.60	
1 230.00		
-		
-	
2 050	
1,230.00	
1,230.00	
100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY	
0.60	
750.60		
-		-	
1 ,251	
750.60	
750.60	
100.0%	
MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY	
0.32	
2,579.52		
-		
-	
-	
-	-	
0.0°/c,	
MACHINE DRESS LOTS 4B	64174	SY	0.32	20,535.68		-		-	-	-	-	0.0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804 .42		
-		

-		

707 ,689.22	

707,689.22	

96.8%	
								Less Previous Draws ...... ..... .. ..	707,689.22		
								Amount due this Draw... ..... .... .	0.00		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
ROADWAY CONSTRUCTION													
STATION BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION BALANCE4A	
11456	
CY	
0.60	
6,873.60		
-		
-	
11,456	
6,873.60	
6,873.60	

100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		
-		-	
17 681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	-	-	-	0.0 %	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	-	-	-	0.0 %	
MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY	
0.30	
6,340.80		
-		
-	
-	
-	
-	

0.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10 166.40		-		-	-	-	-	0 . 0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	-	-	-	0.0 %	
REGRADE AFTER UGE 4B	16498	SY	0.50	8 249.00		-		-	-	-	-	0 .0%	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY	0.30	2,454.90		-		-	-	-	-	0.0%	
SURVEY & LAYOUT	1	LS	22 500.00	22 500.00		-		-	-	-	-	0.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	-	-	-	0.0 %	
DENSITIES	96	EA	28.70	2,755.20		-		-	30	861.00	861.00	31 .3%	
PROCTOR	2	EA	275.00	550.00		-		-	-	-	-	0.0%	
LBRTEST	27	EA	297.50	8,032.50		-		-	-	-	-	0.0%	
12" STABLIZATION LBR 4012350 TN\	21316	SY	4.30	91,658.80		-		-	-	-	-	0.0 %	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	-	-	-	0 .0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	-	-	-	0.0 %	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23 963.83		-		-	-	-	-	0.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-		-	-	-	-	0.0%	
H/C RAMPS	18	SF	345.00	6,210.00		-		-	-	-	-	0 .0%	
ADA MATS	270	SF	35.46	9,574.20		-		-	-	-	-	0.0 %	
CONCRETE CYLINDER /EA 4 SET)	15	EA	125.00	1,875.00		-		-	-	-	-	0 .0%	
6" LIMEROCK-16050 TNl	18293	SY	11 03	201,771.79		-		-	-	-	-	0.0%	
PRIME	18293	SY	0.62	11 341.66		-			-	-	-	0 .0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		-		-	-	-	-	0.0 %	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
ASPHALT CORES	35	EA	125.00	4,375.00		-		-	-	-	-	0.0%	
SIGNAGE & STRIPING SURVEY & LAYOUT	1
1	LS LS	6,417.00
9,500.00	6,417.00
9 500.00		-		-	-	-	-	0.0 %	
						-		-	-	-		0.0%	
MOT	1	LS	1,594.44	1 594.44		-		-	-	-	-	0.0 %	
DENSITIES	36	EA	28.70	1,033.20		-				-	-	0.0 %	
PROCTOR	2	EA	275.00	550.00		-		-	-	-	-	0.0%	
LBR TEST	10	EA	297.50	2,975.00		-		-	-	-	-	0 .0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	-	-	-	0.0%	
GRADE CURB PAD	5750	LF	0.65	3 737.50		-		-	-	-	-	0 .0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	-	-	-	0.0 %	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11 047.60		-		-	-	-	-	0.0%	
SIDEWALK	536	SY	34.65	18 572.40		-		-	-	-	-	0.0%	
H/C RAMPS	11	EA	345.00	3 795.00		-		-	-	-	-	0.0%	
ADA MATS	165	SF	35.46	5 850.90		-		-	-	-	-	0.0%	
CONCRETE CYLINDER /EA 4 SET)	7	EA	125.00	875.00		-		-	-	-	-	0.0%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.6 0		-		-	-	-	-	0,0%	
PRIME	7780	SY	0.62	4,823.60		-		-	-	-	-	0.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	-	-	-	0.0 %	
ASPHALT CORES	15	EA	125.00	1,875.00		-		-	-	-	-	0.0%	
TOTAL ROADWAY CONSTRUCTION				1,249,525.28		-		-		45,837.60	45,837.60	3.7%	
								Less Previous Draws ...............	45,837.60		
								Amount due this Draw...... .......	-		

STORM DRAINAGE SYSTEM													
SURVEY & LAYOUTS	4128	LF	1.65	6,811.20		-	400	660.00	2,032	3,352.80	3,352.80	49.2%	
STORM TV & INSPECTION	4128	LF	2.85	11,764.80				-	-	-	-	0.0%	
COMPACTION & DENSITIES	570	EA	28 .70	16,359.00		-	80	2,296.00	172	4,936.40	4,936.40	30 .2%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-	944	12,036.00	2,500	31,875.00	31,875.00	83.8%	
18" RCP (4-6)	256	LF	34.87	8 926.72	72	1 502.64	(72)	(2,510.64)	184	6 416.08	7,918.72	88.7%	
18" RCP /6-8)	352	LF	36.87	12,978.24	168	3 506.16	168	6 194.16	176	6,489.12	9,995.28	77.0%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
56.78	
177 15.36		-		-	-	
-	
-	
0 .0%	
24" RCP /4-6)	176	LF	47.78	8,409.28	176	5 593.28		-	-	-	5,593.28	66.5%	
24" RCP (6-8)	944	LF	49.78	46,992.32	760	24,152.80		-	184	9,159.52	33 312.32	70.9%	
24" RCP (8-10)	216	LF	52.78	11 400.48	128	4,067.84		-	-	-	4 067.84	35.7%	
30" RCP /6-81	216	LF	65.14	14,070.24		-		-	-	-	-	0.0 %	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228.00	33 228.00	100.0%	
36" RCP (6-8)	680	LF	85.07	57,847.60	680	42 887.60		-	-	-	42,887.60	74.1%	
36" RCP /8-101	152	LF	88.07	13,386.64		-		-	152	13,386.64	13,386.64	100 .0%	
42" RCP (8-10)	424	LF	105.67	44 804.08		-	424	44 804.08	424	44 804.08	44 804.08	100.0%	

PIPE LUBE !.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67		-	
15	
267.45	
19	
338.77	
338.77	
38.8 %	
PIPE DIAPERS	12	RLS	189.17	2,270.04		-	3	567.51	5	945.85	945.85	41 .7%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
3,233.13	
29,098.17		-	
3	
9,699.39	
5	
16,165.65	
16,165.65	
55.6%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82 61 62, 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70	
1	
2,411.07		-	
2	
7,822.14	
10 233.21	
26.2%	
SINGLE CURB INLET (8-10) (122 , 123,
142)	
3	
EA	
5,673.40	
17,020.20	--,,	v-u,	-	
2	
11 346.80	
2	
11,346.80	
11,346.80	
66.7%	
DOUBLE CURB INLET (0-41 /101)	1	EA	4 604.98	4,604.98		L -		-	-	-	-	0 .0 %	

,

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE
EA	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

% COMP	
DOUBLE CURB INLET /6-8) (91, 133)	2		6 159.39	12 318.78		-		-	-	-	-	0 .0%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16		-		-	-	-	-	0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 1(203)	
1	
EA	
4,180.68	
4 180.68		-		
-	
1	
4,180.68	
4,180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 1(201)	
1	
EA	
6,655.02	
6,655.02		
-		
-	
1	
6 655 .02	
6,655.02	
100 .0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
1(121}	
1	
EA	
7,664.79	
7,664.79		
-	
1	
7,664.79	
1	
7 664.79	
7,664.79	
100.0%	
STORM MANHOLE /8-10) /202)	1	EA	4,476.06	4 476.06		-		-	1	4,476 .06	4,476.06	100.0%	
TRIPLE 24" MES	6	EA	1,828.92	10,973.52		-			-	-	-	0.0 %	
INVERTS	30	EA	491.83	14,754.90		-	2	983.66	2	983.66	983.66	6.7%	
18" PRECAST MES (44 53)	2	EA	766.18	1 532.36		-	2	1,532.36	2	1,532.36	1,532.36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
1 028.92	
7 202.44		
-		-	
1	
1 028.92	
1 028.92	
14.3%	
30" PRECAST MES /114)	1	EA	1,589.29	1,589.29		-		-	-	-	-	0.0 %	
36" PRECAST MES (134)	1	EA	1 835.39	1,835.39		-				-	-	0.0 %	
42" PIPE MITERED (124)	1	EA	2 279.05	2 279.05		-	1	2 279.05	1	2,279.05	2 279.05	100.0 %	
42" MES CIP CONCRETE APRON	1	EA	2,260.00	2,260.00		-		-	-	-	-	0 .0 %	
57 STONE	100	TNS	57.67	5,767.00		-		-	2	115.34	115.34	2.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1 188.89			0.5	594.45	0.5	594.45	594.45	50.0%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	-	-	-	0.0 %	
57 STONE	300	TNS	47.67	14,301.00		-		-	-		-	0.0%	
FABRIC	3	RL	386.39	1,159.17		-		-	-	-	-	0.0%	
6" END CAPS	52	EA	9.51	494.52		-		-	-	-	-	0.0 %	
SURVEY & LAYOUTS	1560	LF	1.65	2 574.00		-		-	-	-	-	0 .0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446.00		-	384	1,094.40	384	1,094.40	1,094.40	24.6%	
COMPACTION & DENSITIES	226	EA	28.70	6 486.20		-	56	1,607.20	56	1,607.20	1 607.20	24 .8%	
DEWATER	1128	LF	12.75	14,382.00		-	600	7,650.00	600	7,650.00	7,650.00	53 .2%	
15" RCP (6-8)	32	LF	28.81	921.92	32	473.92		-	-	-	473.92	51.4%	
18" RCP !0-4)	304	LF	32.87	9,992.48		-	304	9 992.48	304	9 992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36	48	1,001.76	80	2,789.60	80	2,789.60	3,791.36	84.9%	
18" RCP (6-8)	216	LF	36 87	7,963.92	48	1,001.76		-	-	-	1,001.76	12.6%	
24" RCP /6-8)	32	LF	49.78	1 592.96		-		-	-	-	-	0.0%	
30" RCP (8-10)	288	LF	68.14	19,624.32	104	4,694.56		-	-	-	4,694.56	23.9%	
36" RCP (6-8)	328	LF	86.07	28,230.96		-		-	-	-	-	0.0%	
36" RCP /8-10)	232	LF	8807	20 432.24	128	8,072.96		-	-	-	8,072.96	39.5 %	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	19	EA	17.83	338.77		-	5	89.15	5	89.15	89.15	
26.3%	
PIPE DIAPERS	5	RLS	189.17	945.85		-	2	378.34	2	378.34	378.34	40.0 %	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27	
2,933.27		-		-	-	-	-	
0.0 %	
SINGLE CURB INLET (4-6) (S-21, S-22, S 31, S-32)	
4	
EA	
3,233.13	
12 932.52		-	
4	
12,932.52	
4	
12,932.52	
12,932.52	
100 .0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8 S-12)	
5	
EA	
3,911.07	
19,555.35		
-		-	
-	-	
-	
0.0 %	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673 .40	5,673.40				-	-	-	-	0.0%	
DOUBLE CURB INLET !0 -4) /S-3)	1	EA	4,604.98	4,604.98		-		-	-		-	0.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6 159.39	6 159.39		-		-	-	-	-	0.0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	-	-	-	0. 0%	
INVERTS	14	EA	491.83	6,885.62		-		-	-	-	-	0.0%	
18" PRECAST MES	3	EA	766.18	2,298.54	Paa,	6 of 12 -	2	1,532.36	2	1,532.36	1,532.36	66.7%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36" PRECAST MES	

QTY.	

UNIT MEAS URE
EA	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
	1		1,835.39	1,835.39		-		-	-	-	-	0 .0%	
57 STONE	50	TNS	57.56	2 878.00		-	10	575.60	10	575.60	575.60	20.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1 188.89		-	1	594.45	1	594.45	594.45	50.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		-		-	-	-	-	0.0%	
57 STONE	150	TNS	47.56	7 134.00		-		-	-	-	-	0 . 0 %	
FABRIC	2	RL	386.39	772.78		-		-	-	-	-	0.0'%	
6" END CAPS	26	EA	9.51	247.26		-		-	-	-	-	0 . 0 %	
TOTAL STORM DRAINAGE SYSTEM				771,361.57		99,366.35		137,651.15		259,013.27	358,379.62	46.5%	
								Less Previous Draws .... ... .... ... .	276,991.81		
								Amount due this Draw.... .........	81,387.81		

PAVING AND DRAINAGE AS-BUilTS													
PAVING AS-BUilTS	1	LS	17 000.00	17,000.00		-		-	-	-	-	0.0%	
PAVING AS-BUILTS	1	LS	7,200.00	7 200.00		-		-	-	-	-	0 .0 %	
DRAINAGE AS-BUilTS	4128	LF	1.25	5,160.00		-		-	-	-	-	0.0 %	
DRAINAGE AS-BUilTS	1560	LF	1.25	1,950.00		-		-	-	-	-	0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUilTS				
31,310.00		
-		
-		
-	-		
								Less Previous Draws ...... .. . ... ...			
								Amount due this Draw........ .....	-		

JEA WATER DISTRIBUTION SYSTEM													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-	1,660	2 739.00	1,660	2,739.00	2,739.00	23.2%	
FLUSH, BT & TEST	7140	LF	0.50	3,570.00		-		-	-	-	-	0 .0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-	15	430.50	15	430.50	430.50	33.3%	
12" DR18 PVC	340	LF	31.26	10,628.40		-	340	10,628.40	340	10,628.40	10,628.40	100.0 %	
10" DR18 PVC	2560	LF	24.23	62,028.80	1240	15 165.20	1,320	31,983.60	1,320	31 983.60	47,148.80	76.0%1	
8" DR1B PVC	3280	LF	18.16	59 564.80	3280	26,764.80		-	-	-	26 764.80	44.9%	
6" DR18 PVC	520	LF	12.71	6 609.20	520	2,449.20		-	-	-	2,449.20	37.1 %	
2" POLY PIPE	440	LF	7.61	3,348.40		-		-	-	-	-	0. 0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-	3	399.66	3	399.66	399.66	20.0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	-	-	-	0 .0%	
LOCATE WIRE TESTING	7140	LF	0.20	1 428.00		-		-	-	-	-	0.0%	
12" BELL RESTRAINTS	6	EA	27001	1,620.06		-	6	1,620.06	6	1 620.06	1,620.06	100.0%	
10" BELL RESTRAINTS	58	EA	234.56	13,604.48		-	6	1,407.36	6	1,407.36	1,407.36	10.3%	
B" BELL RESTRAINTS	75	EA	149.17	11,187.75		-		-	-	-	-	0.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	-	-	-	0.0 %	

CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12" MJ LONG SLEEVE	

1	

EA	

1 924.43	

1,924.43		

-		
-	
-	

-	

-	

0. 0 %	
12" MJ GATE VALVE	1	EA	2,427.06	2 427.06		-	1	2,427.06	1	2,427.06	2,427.06	100.0 %	
10" MJ GATE VALVE	B	EA	2 064.44	16,515.52		-	3	6,193.32	3	6,193.32	6,193.32	37.5%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	-	-	-	0 . 0 %	
6" MJ GATE VALVE	2	EA	1 012.11	2,024.22		-		-	-	-	-	0.0 %	
2" FLUSHING HYDRANT	2	EA	1,552.17	3 104.34		-		-	-	-	-	0 .0%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	-	-	-	0.0%	

Page 7 of 12

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

2	

EA	

4, 059.25	

8,118.50		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS ,
NUTS & WASHERS)	

10	

EA	

4 219.88	

42,198.80		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

4	

EA	

4 460.17	

17 840.68		

-	

2	

8,920 .34	

2	

8 920.34	

8 920.34	

50.0%	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

1	

EA	

4 616.05	

4,616.05			

1	

4 616.05	

1	

4,616.05	

4,616.05	

100 .0%	
10" MJ 90 BEND	1	EA	582.79	582.79		-	1	582.79	1	582.79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	-	-	-	0 .0 %	
10" MJ 11.25 BEND	14	EA	538.80	7,543.20		-	5	2,694.00	5	2,694.00	2,694.00	35.7%	
8" MJ 11.25 BEND	27	EA	380.19	10 265.13		-		-	-	-	-	0 .0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	-	-	-	0.0 %	
12"X10" MJ TEE	1	EA	1,11 0.99	1 110.99		-	1	1,110.99	1	1,110.99	1,110.99	100.0 %	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-	1	1,009.93	1	1,009.93	1,009.93	33.3 %	
10"X8" MJ TEE	1	EA	931.47	931.47		-		-	-	-	-	0 .0 %	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	-	-	-	0.0 %	
10"X8 " MJ REDUCER	3	EA	452.01	1 356.03		-	1	452.01	1	452.01	452.01	33.3%	
8"X6" MJ REDUCER	2	EA	346.90	693.80		-		-	-	-	-	0.0 %	
10" MJ PLUG	2	EA	273 .54	547.08		-		-	-	-	-	0 .0%	
6"X2" TAP CAP	2	EA	324.63	649.26		-		-	-	-	-	0 .0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-	9	4 750.92	9	4,750.92	4,750.92	18.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		-	3	1,703.49	3	1,703.49	1,703.49	33.3%	
DOUBLE LONG SERVICES	25	EA	1 180.12	29 503.00		-	6	7,080.72	6	7,080.72	7,080.72	24 .0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		-	1 ,660	2 7 39.00	1 660	2,739.00	2 739.00	56.1 %	
FLUSH, BT & TEST	2960	LF	0.50	1 480.00		-		-	-	-	-	0. 0%	
COMPACTION & DENSITIES	19	EA	28.70	54530		-		-	-	-	-	0. 0%	
10" DR18 PVC	1980	LF	24.23	47 975.40	320	3 913.60	1,660	40,221.80	1,660	40,221.80	44,135.40	92.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		-		-	-	-	-	0.0 %	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	-	-	-	0 .0 %	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	-	-	-	0.0 %	
LOCATE WIRE	6	LF	133.22	799.32		-	2	266.44	2	266.44	266.44	33.3%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-			-	-	-	0 .0 %	
LOCATE WIRE TESTING	2960	LF	0.50	1 480.00		-		-	-	-	-	0.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-	20	4,691.20	20	4,691.20	4,691.20	44.4 %	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	-	-	-	0 .0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	-	-	-	0 .0 %	
CONNECT TO 10" STUB-OUT FROM PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		-		-	-	-	
-	

0 .0 %	
10" MJ GATE VALVE	5	EA	2 064.44	10 322.20		-	3	6,193.32	3	6,193.32	6,193.32	60.0%	
8" MJ GATE VALVE	2	EA	1 361.64	2,723.28		-		-	-	-	-	0.0 %	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	-	-	-	0.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17	Pag	a of 12 -		-	-	-	-	0 .0 %	

PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	04/11119 PERIOD TO: 05115/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	-	-	-	0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS , NUTS AND WASHERS)	

1	

EA	

4 059.25	

4,059.25		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (WI 8"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		

-		

-	

-	

-	

-	

0.0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85	

2	

6,520.34	

3	

13,380.51	

3	

13,380.51	

19,900.85	

89.2%	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-	9	4,849.20	9	4,849.20	4,849.20	69.2%	
8" MJ 11.25 BEND	1	EA	380.19	380.19		-		-	-		-	0.0%	
6" MJ 11.25 BEND	3	EA	324.31	972.93		-		-	-	-	-	0.0 %	
10"X8" MJ TEE	2	EA	931.47	1,862.94		-		-	-	-	-	0.0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	-	-	-	0.0%	
8" MJ PLUG	1	EA	200.53	200.53		-		-	-	-	-	0.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	-	-	-	0 .0%	
6"X2" TAP CAP	1	EA	240.96	240.96		-		-	-	-	-	0.0%	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-	20	10,743.80	20	10,743.80	10,743.80	48.8%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-	3	1,684.05	3	1,684.05	1 684.05	37.5%	
DOUBLE LONG SERVICES	8	EA	1,181.53	9,452.24		-	6	7,089.18	6	7,089.18	7,089.18	75.0%	
TOTAL JEA WATER DISTRIBUTION
SYSTEM				
584,214.67		
54,813.14		
182,608.70		
182,608.70	
237,421.84	
40.6%	
								Less Previous Draws ... ..... . ......	90,606.60		
								Amount due this Draw.............	146,815.24		

JEA SANITARY SEWER SYSTEM													
SURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	2,520	4 158.00	4,158.00	35.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548.50		-			-	-	-	0.0%	
COMPACTION & DENSITIES	728	EA	28.70	20 893.60		-	80	2,296.00	310	8,897.00	8,897.00	42.6 %	
DEWATER	5432	LF	12.75	69,258.00		-		-	5,432	69 258.00	69,258.00	100.0%	
8" SDR26 PVC /0-4)	196	LF	15.05	2 949.80	196	989.80		-	-	-	989.80	33.6%	
8" SDR26 PVC /4-6)	1134	LF	17.05	19,334.70	1134	5,726.70		-	-	-	5,726.70	29.6%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25 603.20	1344	6 787.20		-	-	-	6,787.20	26.5%	
8" SDR26 PVC /8-10)	1274	LF	2205	28,091.70	1274	6,433.70		-	-	-	6,433.70	22.9%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45 454.50	854	4 312.70	{530)	/12,746 50)	1,036	24 915.80	29,228.50	64.3%	
8" SDR26 PVC /12 -14)	924	LF	27 05	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8"' SDR26 PVC /4-6) HIGH LINE	448	LF	1705	7,638.40		-	448	7,638.40	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	-	-	-	0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49 38, 41 42.)	
9	
EA	
3,292.58	
29,633.22		
-		
-	
-	-	-	
0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27 l	
7	
EA	
3,906.31	
27,344.17		
-		-	
-	
-	
-	
0.0 %	

"A" MANHOLE /8-10) /44, 31, 28, 29, 30.)	
4	
EA	
4,623.61	
18,494.44		
-		-	-	-	
-	
0.0 %	
LINED "A" MANHOLE /8-10) (29)	1	EA	7 208.26	7,208.26				-	-	-	-	0.0%	
-    ;;,   ·       V     V         IL,

PROJECT:  AMELIA  WALK PH  4A & 48	PERIOD FROM:	04/11/19 PERIOD TO: 05/15/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32)	

QTY.

8	

UNIT MEAS URE	

TOTAL UNIT COST

5,572.88	

TOTAL MATERIAL & LABOR COST

44,583.04	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED& STORED VALUE	

% CO MP	
		
EA				-	
3	
16,718.64	
7	
39,010.16	
39 010 16	
87.5%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50		-		-	-	-	-	0.0 %	
"B" MANHOLE (12-141 (16, 17)	2	EA	6,462.70	12,925.40		-		-	2	12,925.40	12 925.40	100 .0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
13,559.71	
13559.71		
-		
-	
1	
13,559.71	
13,559.71	
100.0%	
57 STONE	75	TNS	57.56	4,317.00	38	1,807.28	10	575.60	22	1 266.32	3,073.60	71.2%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE)	
35	
EA	
268.89	
9411.15		
-	
3	
806.67	
10	
2 688.90	
2,688.90	

28.6%	
6" & 8" BOOTS	111	EA	203.43	22,580.73		-	9	1 830.87	30	6 102.90	6,102.90	27.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-		-	-	-	-	0. 0%	
8" DROP BOWLS	3	EA	1,095.04	3,285.12		-		-	-	-	-	0 .0 %	
6" SERVICES & FITTINGS	111	EA	449.53	49 897.83	56	11 173.68		-	43	19,329 .79	30 503.47	61.1%	
SURVEY & LAYOUTS	2744	LF	1.65	4 527.60		-	800	1 320.00	1,675	2,763.75	2,763.75	61.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	-	-	-	0.0%	
COMPACTION & DENSITIES	222	EA	28.70	6 371.40		-	45	1,291.50	115	3,300.50	3,300.50	51.8%	
DEWATER	1792	LF	12.75	22,848.00		-		-	1 792	22 848.00	22 848.00	100.0%	
8" SDR26 PVC (4-6}	952	LF	17.05	16,231.60	832	4,201.60	120	2,046.00	120	2,046.00	6 247.60	38.5%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60	490	2 474.50	97	1,847.85	462	8,801.10	11 275.60	62.2 %	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		-	108	2,489.40	490	11,294.50	11,294.50	100.0%	
8" SDR26 PVC (10-121	350	LF	25.05	8,767.50		-	350	8,767.50	350	8,767.50	8 767.50	100.0 %	
"A" MANHOLE (0-4) (19)	1	EA	3 171 04	3171.04		-		-	-	-	-	0.0%	

"A" MANHOLE (4-6) (1, 2, 3, 4 20, 21 22)	
7	
EA	
3,292.58	
23,048.06	
6	
11,955.48		
-	
1	
3,292.58	
15,248.06	
66.2%	
"A" MANHOLE (6-8) (5 6, 7, 23 24)	5	EA	3,906.31	19,531 .55	2	4,812.62		-	3	11 718.93	16 531.55	84.6%	
"A" MANHOLE /8-101 !8, 91	2	EA	4,623.61	9,247.22		-	1	5,650.05	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
-		

-	

-	

-	
-	

0 .0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

2 689.17	

2 689.17		
-		
-	
-	
-	
-	

0.0%	
57 STONE	50	TNS	57.56	2,878.00	8	380.48	12	690.72	12	690.72	1 071.20	37.2%	
PRECAST INVERTS	15	EA	268.89	4,033.35	3	356.67	4	1,075.56	6	1,613.34	1,970.01	48.8%	
6" &8" BOOTS	63	EA	203.43	12,816.09	21	2,172.03		-	10	2 034.30	4 206.33	32.8%	
MANHOLE ADJUSTMENTS	15	EA	438.33	6 574.95		-		-	-	-	-	0 .0%	
6" SERVICES & FITTINGS	63	EA	447 78	28,210.14	31	6,131.18	23	10,298.94	32	14,328.96	20,460.14	72.5%	

TOTAL JEA SANITARY SEWER SYSTEM				
758,249.64		
69,715.62		
52,597.20		
337,491.98	
407,207.60	

53.7%	
								Less Previous Draws .. ....... ... ...	375,738.36		
								Amount due this Draw...... .......	31,469.24		
													
JEA SANITARY SEWER LIFT S1 ATION
SYSTEM													
SURVEY & LAYOUTS	1	LS	2,700.00	2 700.00		-		-	1	2 700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583.00	2,583.00	100.0 %	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151.20	1,151.20	100.0%	

WET WELL - LIFT STATION /21.4' DEEP)	
1	
EA	
46,298.83	
46 298.83	--	,u- u.,   - -		-	
1	
46,298.83	
46,298.83	

100 .0%	

PROJECT: AMELIA WALK PH 4A & 48	PERIOD FROM:	04/11/19 PERIOD TO: 05/15/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

MECHANICAL SUB (PBM) PONY PUMP INCLUDED	

QTY.

1	

UNIT MEAS URE	

TOTAL UNIT COST

305,800.00	

TOTAL MATERIAL & LABOR COST

305,800.00	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
		
LS				
-		-	
-	-	
-	
0.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		.		.	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		.	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238.18	1 238.18		.		.	.	.	-	0.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		.		.	800	1,320.00	1,320.00	49.4%	
FLUSH	1620	LF	0.75	1,215.00		.		.	.	-	.	0.0%	
COMPACTION & DENSITIES	11	EA	28.70	315.70		.		.	5	143.50	143.50	45.5%	
6" DR18 PVC	1600	LF	12.71	20,336.00	200	942.00	200	2,542.00	1 400	17,794.00	18 736.00	92.1%	
LOCATE WIRE	4	RLS	133.22	532.88	2	166.44	1	133.22	2	199.83	366.27	68.7%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		.		-	.	.	.	0.0%	
LOCATE WIRE TESTING	1620	LF	0.80	1 296.00		.		-	.	.	.	0.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00	2	107.00	2	187.00	4	374.00	481.00	85.7%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51	1	437.51		.	.	.	437.51	72.6%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03	1	3 078.03		-	.	.	3,078.03	63. 2%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		.	.	.	.	0.0 %	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37	1	795.37		-	.	.	795.37	50.8%	
6" CASE /Bl CROSSING	1	EA	3 199.32	3 199.32		-		.	1	3,199.32	3,199.32	100.0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		.	2	1,938.22	2	1 938.22	1,938.22	100.0 %	
6" MJ 45 BEND	6	EA	465.79	2 794.74		-	4	1 863.16	6	2,794.74	2,794.74	100 .0%	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		.		.	2	1,909.68	1,909.68	100.0%1	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42	
1	
361.42		
.	
.	
.	
361.42	
21.8°/Q	
TOTAL JEA SANITARY SEWER LIFT
STATION SYSTEM				
428,146.77		
5,887.77		
6,663.60		
100,763.40	
106,651.17	
24.9%	
								Less Previous Draws ...............	102,941.17		
								Amount due this Draw.... .... .....	3,710.00		
													
WATER AND SEWER AS-BUILT$													
WATER AS-BUilTS	7140	LF	1.25	8,925.00		.		.	-	.	-	0.0%	
WATER AS-BUILTS	2960	LF	1.25	3,700.00		.		-	.	.	.	0.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-		.	.	.	-	0.0%	
SEWER AS-BUILTS	2744	LF	1.25	3,430.00		.		.	-	.	.	0.0%	
LIFT STATION AS-BUILTS	1	LS	3 600.00	3 600.00		.		.	.	-	.	0.0%	
FORCE MAIN AS-BUilTS	1620	LF	1.25	2,025.00		.		.	.	.	.	0.0%	

TOTAL WATER AND SEWER AS-BUilTS				
30,692.50		
.		
.		
.	-		
								Less Previous Draws ...............			
								Amount due this Draw.............	.		
													
IRRIGATION SLEEVE:.::; AND
ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		.		.	.	.	.	0.0%	
3" SLEEVES	250	LF	9.00	2 250.00		.		.	.	.	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		.	.	.		0.0%	
6" SLEEVES	500	EA	13.00	6,500.00		-		.	-	.	-	0.0%	
TOTAL IRRIGATION SLEEVES AND
ELEC/TELEPHONE				
15,750.00		
.		
.		
.	
-	
0.0%	
								Less Previous Draws ...... .........			
					Pan•	11 of12		Amount due this Draw... ..........	.		

PROJECT:  AMELIA WALK PH  4A & 48	PERIOD FROM:	04111119 PERIOD TO: 05115/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37.6	150,400.00	150 400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	4 000.00	53,040.00		-		-	13.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS4B	

11718	

CY	

2.40	

28,123.20		
-		

-	

11,718	

28 123.20	

28 123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY	
2.40	
21,511.20		-		
-	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE DIRT TO LOT PADS 4B	
3892	
CY	
2.40	
9 340.80		-		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS4A	

192958	

CY	

0.60	

115 775.00		
-		

-	

192,958	

115,774.80	

115774.80	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7 030.80		

-		
-	

11,718	

7,030.80	

7,030.80	

100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A GOING TO LOTS & PADS 4B	

12885	

CY	

0.60	

7,731.00		

-		
-	

12,885	

7,731.00	

7,731 .00	

100.0%	
TOTAL LOT GRADING				392,952.00		-		-		392,951.80	392,951.80	100.0%	
								Less Previous Draws .. .. ........ ...	392,951.80		
								Amount due this Draw... ........ ..	-		

PAYMENT AND PERFORMANCE BOND													
BOND	1	LS	53,122.00	53,122.00		-		-	1	53,122.00	53,122.00	100.0%	
TOTAL PAYMENT AND PERFORMANCE
BOND				
53,122.00		
-		
-		
53,122.00	
53,122.00		
								Less Previous Draws ..... . ....... ..	53,122.00		
								Amount due this Draw... ...... ....	-		
													
TOTAL				5,595,640.85				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	2,601,944.78	
									260,194.48	
									2,341,750.30	
									2,104,706.47	
									237,043.84	

Page 12 of 12

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 48

The undersigned contractor acknowledges receipt  of payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to it on
this application  for payment is	$	237,043.84 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	237,043.84 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or  furnished  material pursuant to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the

Company: EARTHWORKS OF FLO
Name & Title: A	Y

, LLC.
K, PROJECT MANAGER

Date Executed:

County of Baker,	State of Florida,	this	10TH	day of	May	, 2019.

State of Florida County of Baker

Subscribed and sworn before me this

--10TH--day of

May	, 2019.

 	67	

Notary Public

My Commission Expires:
County of Residence:	Bradford

ROBIN LYNN SMffii Comm  #GG 1 9986
Expl,es January 25, 2022
BondedThN 8,idgetNoW)' Sortl:es

 APPLICATION AND CERTIFICATE FOR  PAYMENT	

TO (OWNER):	PROJECT:	Amelia Walk, Phase 4A and 4B	APPUCATION NO:	Seven (7)	
Amelia Walk Community Development District		Amelia Concourse			
475 West Town Place, Suite 114		Nassau County	PERIOD FROM:	03/20/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	04/10/19	
				(04/25/19)	
FROM (CONTRACTOR):	ENGINEER:	McCranie & Associates	PROJECT NO:		
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121		Fernandina Beach, FL 32034	SUBSTANTIAL COMPLETION DATE:		
MACCLENNY,FLORIDA 32063
904-653-2800			
CONTRACT DATE:	
10/5/2018	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
			
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM................................................

$	5,595,640.85

2. NET CHANGE BY CHANGE ORDERS.....................................	 	

3. CONTRACT SUM TO DATE (LINE 1 & 2)............................

$	5,595,640.85

4. TOTAL COMPLETED & STORED TO DATE..........................	2,338,562.74

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMENT SHOWN HEREIN IS NOW DUE.

RETAINAGE:
a.  10% OF COMPLETED WORK..................	233,856.27

b. 10% OF STORED MATERIAL....................	 $	 TOTAL RETAINAGE (LINE Sa+ Sb)..................................................
6. TOTAL EARNED LESS RETAINAGE ...............................................

LESS PREVIOUS CERTIFICATES FOR PAYMENT...................

a.CURRENT PAYMENT DUE..........................................................

9. BALANCE TO FINISH, PLUS RETAINAGE...............................

STATE OF:  FLORIDA	COUNTY OF: BAKER

$	233,856.27

$	2,104,706.47

$	1,916,390.34

$	188,316.13
i	3,490,934.38

SUBSCRIBED AND SWORN TO BE	S  10th O	R, 2	6''!"--

ROBINLYlfiSlll1I

NOTARY PUBLIC:

Expiles ,lar)uafy 25, 2022

*

X	.	 Commission I GG 149986

4/10/19

MY COMMISSION EXPIRES:	 ::;:;;<f

8oadeG TllN Budget llalllry Serviall

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENffiLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	,_,_$ 	_
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABL.E THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOLrf PREJUDICE TO ANY RIGHTS OF THE OWNER AND CONTRACTOR UNDER THIS CONTRACT.

Amelia Walk Community Development District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :	Seven (7)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:		03/20/19
PERIOD TO	04/10/19	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
40,853.85	
3,059.90		
43 913.75	
74%	
15,564.35	
305.99	
4,391.38	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	19 973.30	
SEEDING AND MULCHING AND SOD	229,877.57	-	-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
34,668.10	
1,180.44		
35,848.55	
76%	
11,385.90	
118.04	
3,584.85	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
0.00	-	
1,318.89	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
707,504.42	
184.80		
707,689.22	
97%	
23,115.20	
18.48	
70,768.92	
ROADWAY CONSTRUCTION	1,249,525.28	45,837.60	-		45,837.60	4%	1,203,687.68	-	4,583.76	
STORM DRAINAGE SYSTEM	771,361.57	215,549.60	61,442.21		276,991.81	36%	494,369.76	6,144.22	27,699.18	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00	
-	
-		
-	
0%	
31,310.00	
-	-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67	
66,391.20	
24,215.40		
90,606.60	
16%	
493,608.07	
2,421.54	
9,060.66	
JEA SANITARY SEWER SYSTEM	758,249.64	280,896.04	3,998.74	90,843.58	375,738.36	50%	382,511.28	9,484.23	37,573.84	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
78,626.11	
15,473.69	
8,841.37	
102,941.17	
24%	
325,205.60	
2,431.51	
10,294.12	
WATER AND SEWER AS-BUILTS	30,692.50	-	-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750 .00	
-	
-		
-	
0%	
15,750.00	-	-	
LOT GRADING	392,952.00	392,951.80	-		392,951.80	100%	0.20	-	39,295.18	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	2,129,322.60	109,555.19	99,684.95	2,338,562.74	41.79%	3,257,078.12	20,924.01	233,856.27	

										
										
TOTAL CONTRACT	5,595,640.85	2,129,322.60	109,555.19	99,684.95	2,338,562.74	41.79%	3,257,078.12	20,924.01	233,856.27	

PROJECT: AMELIA WALK PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOO TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

MATERIAL UNIT COST	

TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	

UNIT
LABOR COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	

TOTAL
MATERIAL &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
																			
1v1vul1.,.-1,...,,11M111U:,l1t:
PREPARATION																			
MOBLIZATION	1	LS					10 000.00	10 000.00	10000.00	10000.00					1.0	10 000.00	10000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS					15 299.50	15 299.50	15 299.50	15299.50			0.2	3 059.90	1.0	15 299.75	15 299.75	100.0%	
SURVEY & LAYOUTS 48	1	LS	-				11 200.00	11 200.00	11 200.00	11 200.00					1.0	11 200.00	11 200.00	100.0%	
AS8UILTS4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00								0.0%	
ASBUILTS4B	1	LS					5 000.00	5 000.00	5 000.00	5 000.00								0.0%	
DENSITY TESTING4A & 48	278	EA			18.70	5198.60	10.00	2 780.00	28.70	7 978.60					220	6 314.00	6 314.00	79.1%	
PROCTOR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00					4	1 100.00	11 00.00	100.0%	
!OIAL	,..,,,.1-\J'illLl.;;JIII;;
PREPARATION						
6,098.60		
53 379.50		
59 478.10				
3 059.90		
43,913.75	
43,913.75	
73.8%	
														Less Previous Draws ..	"··	40,853.85		
														Amount due this Draw... ... .... ...	3,059.90		
																			
CLEARING ANO GRUBBING																			
CLEAR AND GRUB 4A	25.4	AC					4 000.00	101600.00	4 000.00	101 600.00					25.4	101 600.00	101 600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC					4 000.00	20 280.00	4 000.00	20 280.00					5.07	20 280.00	20 280.00	100.0%	
STRIP4A	40184	CY					1.50	60 276.00	1.50	60 276.00					40 184	60 276.00	60 276.00	100 .0%	
STRIP4B	11718	CY					1.50	17,577.00	1.50	17,577.00					11,718	17 577.00	17 577.00	100.0%	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733.00						199 733.00	199 733.00	100.0%	
														Less Previous Draws ...... .... .....	199 733.00		
														Amount due this Draw... ...... ....			

SEEDING AND MULCHING ANO SOD																			
SOD BEHIND CURB 1.67	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84								0.0%	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43 376.64	0.35	5 930.40	2.91	49 307.04								0.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16								0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						-		0.0%	
SEED & MULCH LOTS	181813	SY			0.36	65 452.68	0.20	36 362.60	0.56	101 815.28								0.0%	
SOD BEHIND CURB 1.67	1067	SY			2.56	2 731.52	0.35	373.45	2.91	3 104.97								0.0%	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2 901.96	0.20	1 612.20	0.56	4514.16		-						0.0%	
SEED & MULCH ROW	8183	SY			0.36	2 945.88	0.20	1 636.60	0.56	4 582.48								0.0%	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44								0.0%	
TOTAL SEEDINGANu MULCHING AND
SOD						
161,932.92		
67,944.65		
229 877.57		
-						
0.0%	
														Less Previous Draws ...............			
														Amount due this Draw.......•. ....			
																			
EROSION AND SEDIMENT CONTROL																			
SILT FENCING4A	9300	LF			0.86	7 998.00	1.11	10 323.00	1.97	18 321.00					9 300	18 321.00	18 321.00	100.0%	
SILT FENCING 48	6800	LF			0.86	5 848.00	1.11	7 548.00	1.97	13 396.00					6 800	13 396.00	13 396.00	100.0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6 708.30								0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93								0.0%	
MAINTENANCE OF CONSTRUCTION ENTRANCE 4A	
1	
EA	
951.11	
951.11			
2 000.00	
2 000.00	
2 951.11	
2 951.11			
0.2	
590.22	
0.7	
2 065.78	
2 065.78	
70.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE 4B	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11			
0.2	
590.22	
0.7	
2 065.78	
2,065.78	
70.0%	
TOTAL EROSION AND SEDIMENT
CONTROL				
8,292.45		
13,846.00		
25 096.00		
47 234.45				
1,180.44		
35 848.55	
35 848.55	
75.9%	
														Less Previous Draws ... .. .. ..... ...	34,668.11		
														Amount due this Draw..... ........	1,180.44		

STORMWATER POLLUTION
PREVENTION PLAN																			
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6 000.01	6 594.45	6 594.44					1	6 594.45	6 594.44	100.0%	
NPDES PERMIT 48	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44					1	6,594.44	6,594.44	100.0%	
TOTAL STORMWATER POLLUTION
PREVENTION PLAN				
1188.88				
12,000.01		
13 188.88						
13,188.89	
13,188.88	
100.0%	
														Less Previous Draws ... ...... ......	13,188.88		
														Amount due this Draw..... ........			
																	
															I	I				

P age 1 ofB

PROJECT: AMELIA WALK  PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT sue
COST	

TOTAL SUB COST	

UNIT LABOR
COST	

TOTAL
LABOR
COST	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	

STORE DOTY TO
DATE	

STORED
VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	

QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION																			

OVER-EXCAVATE & BURY STRIPPING$
FROM 4A MOVE GENERATED GOOD DIRT TO PHASE 48	

14935	

CY					

2.40	

35 844.00	

2.40	

35 844.00					

14 935	

35 844.00	

35 844.00	

100.0%	

OVER-EXCAVATE & BURY STRIPPING$ I LOAD & HAUL OUT EXCESS DIRT 4A	

25249	

CY					

2.40	

60 597.60	

2.40	

60 597.60					

25249	

60 597.60	

60 597.60	

100.0%	
POND 14 CUT TO POND FILL 4A	37	CY				-	2.40	88.80	2.40	88.80					37	88.80	88.80	100.0%	
EXCAVATE POND #141MOVE DIRT TO PAVED AREAS 4A	
2803	
CY	-				
2.40	
6 727.20	
2.40	
6 727.20					
2 803	
6 727.20	
6 727.20	
100.0 %	

EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK/ DRIVEWAY AREAS 4A	

477	

CY					

2.40	

1 144.80	

2.40	

1144.80			

77	

184.80	

477	

1144.80	

1144.80	

100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24 535.20					
10 223	
24 535.20	
24 535.20	
100.0 %	
EXCAVATE POND #14 / MOVE DIRT TO LOTS4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212 899.20					
88 708	
212 899.20	
212 899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80					227	544.80	544.80	100.0%	
EXCAVATE POND #15/ MOVE DIRT TO LOTS4A	
62685	
CY					
2.40	
150444.00	
2.40	
150 444.00		-			
62685	
150 444.00	
150 444.00	
100.0%	

EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	

3914	

CY					

2.40	

9 393.60	

2.40	

9 393.60					

3 914	

9 393.60	

9 393.60	

100.0%	
EXCAVATE POND# 15 MOVE DIRT TO
PADS4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99 758.40					
41566	
99 758.40	
99 758.40	
100.0%	
EXCAVATE POND #15 I LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596,80	
2.40	
5 596.80					
2 332	
5 596.80	
5 596.80	
100.0%	

EXCAVATE FROM POND 14 48 MOVE DIRT TO NON SffiUCTURAL AREAS 48	

2080	

CY					

2.40	

4 992.00	

2.40	

4 992.00					

2 080	

4 992.00	

4 992.00	

100 .0%	
STATION BALANCE 4B	7732	CY					2.40	18 556.80	2.40	18 556.80					7 732	18 556.80	18 556.80	100.0%	
DEWATER4A	253156	CY	0.10	25 315.60			0.15	38 815.90	0.25	64131.50					253156	64131.50	64131.50	100.0%	
DEWATER4B	11718	CY	0.12	1406.16			0.12	1 406.16	0.24	2 812.32					11718	2 812.32	2 812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 48	
1082	
CY					
2.40	
2 596.80	
2.40	
2 596.80					
1 082	
2 596.80	
2 596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 48	
56	
CY					
2.40	
134.40	
2.40	
134.40					
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20					
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE48	
7732	
CY					
0.60	
4 639.20	
0.60	
4 639.20					
7 732	
4 639.20	
4 639.20	
100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	
2050	
CY					
0.60	
1 230.00	
0.60	
1 230.00				-	
2 050	
1 230.00	
1 230.00	
100.0 %	
SPREAD & COMPACT EXCESS FROM CUT OF PAVING AREAS 48	
1251	
CY		
-			
0.60	
750.60	
0.60	
750.60					
1 251	
750.60	
750.60	
100.0%	
MACHINE DRESS NON-STRUCTURAL
48	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52								
0.0%	
MACHINE DRESS LOTS 48	64174	SY					0.32	20,535.68	0.32	20,535.68								0.0%	

TOTAL STORMWATER MANAGEMENT
FACILITY CONSffiUCTION				

26,721.76				

704,082.66		

730 804.42		
-		

184.80		

707 689.22	

707 689.22	

96.8%	
														Less Previous Draws ,..... .........	707 504.42		
														Amount due this Draw.......... ...	184.80		
																			
ROADWAY CONSTRUCTION																			
STATION BALANCE 4A	11456	CY					2.40	27 494.40	2.40	27 494.40					11456	27 494.40	27 494.40	100.0%	
SPREAD & COMPACT STATION BALANCE4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6 873.60					
11 456	
6 873.60	
6 873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY					
0.60	
10608.60	
0.60	
10 608.60					
17681	
10608.60	
10 608.60	
100. 0%	
REGRADE AFTER UGE 4A	40240	SY					0.50	20 120.00	0.50	20 120.00								0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6126.00								0.0%	
MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6 340.80	
0.30	
6 340.80								
0.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10166.40								0.0%	
MACHINE DRESS LOTS 4A	181813	SY					0.30	54 543.90	0.30	54 543.90								0.0%	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8 249.00								0.0%	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2 454.90	0.30	2 454.90				-				0.0%	
SURVEY & LAYOUT	1	LS					22 500.00	22 500.00	22 500.00	22 500.00		.						0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1594.44								0.0%	
DENSITIES	96	EA			18.70	1 795.20	10.00	960.00	28.70	2 755.20					30	861.00	861.00	31.3%	
PROCTOR	2	EA			225.00	450.00	50.00	' 0 100.00	275.00	550.00						-		0.0%	
LBR TEST	27	EA			247.50	6 682.50	50.00	1 350.00	297.50	8 032,50				-				0.0%	

CUSTOMER: AMELIA WALK COO
PROJECT  :  AMELIA WALK  PH 4A & 48	APPLICATION NO:	Seven f7)	PERIOD FROM: 03/20119 PERIOD TO: 04/10119

BID  DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR
COST	

TOTAL
LABOR COST	

TOTAL UNIT COST	

TOTAL
MATERIAL &
LABOR COST	

STORE DOTY TO
DATE	

STORED VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	2.80	59 684.80			1.50	31 974.00	4.30	91658.80								0.0%	
GRADE CURB PAD	13600	LF					0.65	8 840.00	0.65	8 840.00								0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00								0.0%	
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	0.12	2195.16	1.31	23 963.83								0.0%	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42 550.20								0.0%	
HIC RAMPS	18	SF			195.00	3 510.00	150.00	2 700.00	345.00	6 210.00						-		0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20								0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA			75.00	1125.00	50.00	750.00	125.00	1 875.00								0.0%	
6" LIMEROCK (6050 TN)	18293	SY	8.39	153 478.27	2.40	43 903.20	0.24	4 390.32	11.03	201771.79							-	0.0%	
PRIME	18293	SY			0.56	10244.08	0.06	1 097.58	0.62	11341.66						-		0.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY			9.22	168661.46	0.92	16 829.56	10.14	185 491.02								0.0%	
ASPHALT CORES	35	EA			75.00	2 625.00	50.00	1 750.00	125.00	4 375.00								0.0%	
SIGNAGE & STRIPING
SURVEY & LAYOUT	1
1	LS
LS	-		5,917.00	5,917.00	500.00
9 500.00	500.00
9 500.00	6,417.00
9 500.00	6,417.00
9 500.00								0.0%	
																	-	0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1 594.44					-			0.0%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20					-			0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00								0.0%	
LBR TEST	10	EA			247.50	2 475.00	50.00	500.00	297.50	2 975.00								0.0%	
12" STABLIZATION LBR 40 (1 500 TN\	9055	SY	4.20	38031.00			1.50	13 582.50	5.70	51 613.50								0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50								0.0%	
MIAMI CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4 887.50	9.35	53 762.50								0.0%	
FINE GRADE BETWEEN CURBS	7780	SY		-	1.29	10 036.20	0.13	1 011.40	1.42	11 047.60								0.0%	
SIDEWALK	536	SY			31.50	16 884.00	3.15	1 688.40	34.65	18 572.40								0.0%	
H/C RAMPS	11	EA			195.00	2 145.00	150.00	1 650.00	345.00	3 795.00								0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5 850.90								0.0%	
CONCRETE CYLINDER (EA 4 SETl	7	EA		-	75.00	525.00	50.00	350.00	125.00	875.00				-				0.0%	
6" LIMEROCK (2575 TN\	7780	SY	8.40	65 352.00	2.56	19 916.80	0.26	2 022.80	11.22	87 291.60		-						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60		-						0.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7 391.00	10.41	80 989.80								0.0%	
ASPHALT CORES	15	EA			75.00	1,125.00	50.00	750.00	125.00	1,875.00								0.0%	
TOTAL ROADWAY CONSTRUCTION				317 734.95		616 044.96		315 745.37		1 249,525.28						45 837.60	45,837.60	3.7%	
														Less Previous Draws ...............	45,837.60		
														Amount due this Draw.......... ...			

STORM DRAINAGE SYSTEM																			
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20			1 072	1 768.80	1632	2 692.80	2 692.80	39.5%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4 128.00	2.85	11 764.80								0.0%	
COMPACTION & DENSITIES	570	EA			18.70	10 659.00	10.00	5 700.00	28.70	16 359.00					92	2 640.40	2 640.40	16.1%	
DEWATER (6' OR DEEPER\	2984	LF	4.20	12 532.80	5.50	16 412.00	3.05	9101.20	12.75	38 046.00	944	3 964.80	1 072	13 668.00	1556	19 839.00	23 803.80	62.6%	
18" RCP (4-6)	256	LF	20.87	5 342.72			14.00	3 584.00	34.87	8 926.72			256	8 926.72	256	8 926.72	8 926.72	100.0%	
18" RCP (6-8\	352	LF	20.87	7 346.24			16.00	5 632.00	36.87	12 978.24	344	7 179.28	8	294.96	8	294.96	7 474.24	57.6%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
31.78	
9 915.36			
25.00	
7 800.00	
56.78	
17 715.36								
0.0%	
24" RCP (4-61	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8 409.28	176	5 593.28					5 593.28	66.5%	
24" RCP (6-8)	944	LF	31.78	30000.32			18.00	16,992.00	49.78	46 992.32	760	24 152.80	184	9159.52	184	9159.52	33 312.32	70.9%	
24" RCP (8-10)	216	LF	31.78	6 864.48			21.00	4 536.00	52.78	11 400.48	128	4 067.84			-		4 067.84	35.7%	
30" RCP 16-8\	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14 070.24								0.0%	
36" RCP 14-6\	400	LF	63.07	25 228.00			20.00	8 000.00	83.07	33 228.00					400	33 228.00	33 228.00	100.0%	
36" RCP 16-8\	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57 847.60	680	42 887.60					42 887.60	74.1%	
36" RCP (8-1Ol	152	LF	63.07	9 586.64			25.00	3 800.00	88.07	13 386.64					152	13 386.64	13 386.64	100.0%	
42" RCP (8-10)	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08	380	29 894.60					29 894.60	66.7%	

PIPE LUBE 1.0117 PLS. PER 1' OF PIPE\	
49	
EA	
17.83	
873.67					
17.83	
873.67			
4	
71.32	
4	
71.32	
71.32	
8.2%	
PIPE DIAPERS	12	RLS	89.17	1 070.04			100.00	1 200.00	189.17	2 270.04			2	378.34	2	378.34	378.34	16.7%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51 52 111 112 131 151.\	
9	
EA	
1 933 .13	
17398.17			
1 300.00	
11 700.00	
3 233.13	
29 098.17	
3	
5 799.39	
2	
6 466.26	
2	
6 466.26	
12 265.65	
42.2%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81 82 61 62 102 132 113\	
10	
EA	
2 411 .07	
2 4 110.70			
1 500.00	
15 000.00	
3 911.07	
39110.70			
2	
7 822.14	
2	
7 822.14	
7 822.14	
20.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
3 87 3.4 0	
11620.20			
1 800.00	
5 400.00	
5673.40	
17 020.20								
0.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	3 404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98								0.0%	
DOUBLE CURB INLET (6-8) (91 133\	2	EA	4 559.39	9118.78			1 600.00	3 200.00	6 159.39	12 318.78								0.0%	
DOUBLE CURB INLET 18-1011141\	1	EA	4 948.16	4 948.16			1 900.00	1 900.00	6 848.16	6 848.16								0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4180.68	
4180.68					
1	
4 180.68	
4 180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 201)	
1	
EA	
5155.02	
5 155.02			
1 500.00	
1 500.00	
6655.02	
6 655.02					
1	
6 655.02	
6 655.02	
100.0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
121\	
1	
EA	
5 864.79	
5 864.79			
1 800.00	
1 800.00	
7664.79	
7 664.79								
0.0%	
STORM MANHOLE (8-101(202)	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4476.06	4 476.06		-			1	4 476.06	4 476.06	100.0%	
TRIPLE 24" MES	6	EA	628.92	3 773.52			1 200.00	7 200.00	1828.92	10 973.52								0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7 800.00	491.83	14 754.90								0.0%	
18" PRECAST MES 144 53\	2	EA	366.18	732.36			400.00	1::ine 3 of 8  800.00	766.18	1 532.36	1	366.18					366.18	23.9%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK  PH 4A  & 48	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20119 PERIOD TO: 04/10/19

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	

QTY.	

UNIT MEAS URE

EA	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST

4 402.44	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	

TOTAL
MATERIAL  &
LABOR COST	

STORE DQTY TO
DATE	

STORED VALUE TO
DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
	
7		
628.92				
400.00	
2 800.00	
1 028.92	
7 202.44			
1	
1'028.92	
1	
1 028.92	
1 028.92	
14.3%	
30" PRECAST MES 1114\	1	EA	889.29	889.29			700.00	700.00	1 589.29	1 589.29								0.0%	
36" PRECAST MES 1134\	1	EA	1135.39	1135.39			700.00	700.00	1 835.39	1 835.39							.	0.0%	
42" PIPE MITERED 1124\	1	EA	1 779.05	1 779.05			500.00	500.00	2 279.05	2 279.05								0.0%	
42" MES CIP CONCRETE APRON	1	EA	-		2 000.00	2 000.00	260.00	260.00	2 260.00	2 260.00								0.0%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1 000.00	57.67	5 767.00			2	115.34	2	115.34	115.34	2.0%	
MISCELLANEOUS MATERIAL	1	LS	1188.89	1 188.89					1 188.89	1 188.89								0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2 901.60			14.00	14 560.00	16.79	17 461.60							-	0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00								0.0%	
FABRIC	3	RL	386.39	1159.17					386.39	1 159.17								0.0%	
6" END CAPS	52	EA	9.51	494.52					9.51	494.52						.		0.0%	
SURVEY & LAYOUTS	1560	LF					1.65	2 574.00	1.65	2 574.00								0.0%	
STORM TV & INSPECTION	1560	LF		.	1.85	2 886.00	1.00	1 560.00	2.85	4 446.00								0.0%	
COMPACTION & DENSITIES	226	EA			18.70	4 226.20	10.00	2 260.00	28.70	6 486.20								0.0%	
DEWATER	1128	LF	3.47	3914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 362.00					.			0.0%	
15" RCP 16-8\	32	LF	14.81	473.92			14.00	448.00	28.81	921.92	32	473.92					473.92	51.4%	
18" RCP 10-4\	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9 992.48	304	6 344.48					6 344.48	63.5%	
18" RCP /4-6)	128	LF	20.87	2 671.36			14.00	1 792.00	34.87	4 463.36	128	2 671.36					2 671.36	59 .9%	
18" RCP /6-8)	216	LF	20.87	4 507.92			16.00	3 456.00	36.87	7 963.92	48	1 001.76					1 001.76	12.6%	
24" RCP 16-8\	32	LF	31.78	1 016.96			18.00	576.00	49.78	1 592.96								0.0%	
30" RCP18-10\	288	LF	45.14	13 000.32			23.00	6 624.00	68.14	19 624.32	104	4694.56					4 694.56	23.9%	
36" RCP 16-8\	328	LF	63.07	20 686.96			23.00	7 544.00	86.07	28230.96								0.0%	
36" RCP 18-10)	232	LF	63.07	14632.24			25.00	5 800.00	88.07	20 432.24	128	8 072.96					8 072.96	39.5%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE\	
19	
EA	
17.83	
338.77					
17.83	
338.77								
0.0'%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85								0.0%	

SINGLE CURB INLET 10-4115-11\	
1	
EA	
1 833.27	
1 833.27			
1 100.00	
1 100.00	
2 933.27	
2 933.27								
0.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S 31 S-32\	
4	
EA	
1933.13	
7 732.52			
1 300.00	
5 200.00	
3 233.13	
12 932.52	
4	
7 732.52					
7 732.52	
59.8%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8 S-12)	
5	
EA	
2 411 .07	
12 055.35			
1 500.00	
7 500.00	
3 911.07	
19 555.35								
0.0%	
SINGLE CURB INLET 18-10\ I S-5\	1	EA	3 873.40	3 873.40			1 800.00	1 800.00	5 673.40	5 673.40								0.0%	
DOUBLE CURB INLET 10-4\ IS-3\	1	EA	3 404 .9 8	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98								0.0%	
DOUBLE CURB INLET 16-8\ IS-1\	1	EA	4 559.39	4 559.39			1 600.00	1 600.00	6159.39	6 159.39								0.0%	
STORM MANHOLE 18-10) /S-61	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4 476.06	4 476.06								0.0%	
INVERTS	14	EA	231.83	3 245.62			260.00	3 640.00	491.83	6 885.62						-		0.0%	
18" PRECAST MES	3	EA	366.18	1 098.54			400.00	1 200.00	766.18	2 298.54	2	732.36					732.36	31.9%	
36" PRECAST MES	1	EA	1135.39	1135.39			700.00	700.00	1 835.39	1 835.39								0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00								0.0%	
MISCELLANEOUS MATERIAL	1	LS	1188.89	1 188.89					1 188.89	1 188.89								0.0%	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	8 730.80								0.0%	
57STONE	150	TNS	47.56	7 134.00			.		47.56	7134.00								0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78				-				0.0%	
6" END CAPS	26	EA	9.51	247.26					9.51	247.26								0.0%	
TOTAL STORM DRAINAGE SYSTEM				455 023.33		50,024.00		266,314.24		771,361.57		155 629.69		49,700.32		121 362.12	276,991.81	35.9%	
														Less Previous Draws ..... ..... .....	215 549.60		
														Amount due this Draw..... ........	61,442.21		

PAVING AND DRAINAGE AS-BUILTS																			
PAVING AS-BUilTS	1	LS					17 000.00	17 000.00	17 000.00	17 000.00								0.0%	
PAVING AS-BUilTS	1	LS					7 200.00	7 200.00	7 200.00	7 200.00								0.0%	
DRAINAGE AS-BUilTS	4128	LF					1.25	5160.00	1.25	5 160.00								0.0%	
DRAINAGE AS-BUilTS	1560	LF					1.25	1,950.00	1.25	1,950.00								0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUILTS								
31 310.00		
31,310.00									
														Less Previous Draws ...............			
														Amount due this Draw.. ...........			
																-	

Page 4 of a

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A & 48	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR COST	

TOTAL LABOR
COST	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	

STORE DOTY TO
DATE	

STORED VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	

QTY INSTALL EDTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
																			
JEA WATER DISTRIBUTION SYSTEM																			
SURVEY & LAYOUTS	7140	LF	-				1.65	11 781.00	1.65	11 781.00								0.0%	
FLUSH BT & TEST	7140	LF					0.50	3 570.00	0.50	3 570.00								0.0%	
COMPACTION & DENSITIES	45	EA			1 8.70	841.50	10.00	450.00	28.70	1 291.50				-				0.0%	
12" DR18 PVC	340	LF	17.26	5 868.40			14.00	4 760.00	31.26	10 628.40	340	5 868.40					5 868.40	55.2%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.80	2560	31 308.80					31 308.80	50.5%	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32 800.00	18.16	59 564.80	3280	26 764.80					26 764.80	44.9%	
6" DR18 PVC	520	LF	4.71	2 449.20			8.00	4 160.00	12.71	6 609.20	520	2 449.20					2 449.20	37 .1%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2 640.00	7.61	3 348.40								0.0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30								0.0%	
LOCATE WIRE BOXES	16	EA	148 .61	2 377.76			100.00	1600.00	248.61	3 977.76								0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08	571.20	0.20	1 428.00						-		0.0%	
12" BELL RESTRAINTS	6	EA	170 .01	1 020.06			100.00	600.00	270.01	1 620.06							-	0.0%	
10" BELL RESTRAINTS	58	EA	154 .5 6	8 964.48			80.00	4 640.00	234.56	13 604.48								0.0%	
8" BELL RESTRAINTS	75	EA	8 9 . 17	6 6 8 7.7 5			60.00	4 500.00	149.17	11 187.75								0.0%	
6" BELL RESTRAINTS	45	EA	53.50	2 407.50			40.00	1 800.00	93.50	4 207.50								0.0%	

CONNECT TO EXISTING 12" STUB OlJT WITH A 12"X12" MJ LONG SLEEVE	

1	

EA	

424.43	

424.43			

1 500.00	

1 500.00	

1 924.43	

1 924.43								

0.0%	
12" MJ GATE VALVE	1	EA	2 027.06	2 027.06			400.00	400.00	2 427.06	2 427.06								0.0%	
10" MJ GATE VALVE	8	EA	1 664.44	13 315.52			400.00	3 200.00	2 064.44	16 515.52								0.0%	
8" MJ GATE VALVE	13	EA	1 0 86.64	14 126.32			275.00	3 575.00	1 361.64	17 701.32								0.0%	
6" MJ GATE VALVE	2	EA	737 . 1 1	1 474 .22			275 .00	550.00	1 012.11	2 024.22								0.0%	
2" FLUSHING HYDRANT	2	EA	1 052 .17	2 104.34			500.00	1 000.00	1 552.17	3 104.34								0.0%	
2" SAMPLE POINT	2	EA	14 2.67	285.34			150.00	300.00	292.67	585.34								0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE. 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

2	

EA	

3 059.25	

6 118.50			

1 000.00	

2 000.00	

4 059.25	

8 118.50								

0.0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

10	

EA	

3 119 .8 8	

31 198.80			

1100.00	

11 000.00	

4 219.88	

42 198.80								

0.0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BENO, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

4	

EA	

3 260.17	

13 040.68			

1 200.00	

4 800.00	

4460.17	

17 840.68								

0.0%	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

1	

EA	

3 3 16 .0 5	

3 316.05			

1 300.00	

1 300.00	

4 616.05	

4616.05								

0.0%	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79							-	0.0%	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80					-			0.0%	
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20								0.0%	
8" MJ 11.25 BEND	27	EA	215.19	5 810.13		-	165.00	4 455.00	380.19	10 265.13								0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77								0.0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.99	1 110.99								0.0%	
10"X10" MJ TEE	3	EA	584.93	1 754.79			425.00	1 275.00	1 009.93	3 029.79								0.0%	
10"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47								0 .0%	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99							-	0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1 356.03							-	0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80								0.0%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08							-	0.0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26								0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11 250.00	527.88	26 394.00								0.0%	
SINGLE LONG SERVICES	9	EA	317.83	2 860.47			250.00	2 250.00	567.83	5 110.47								0.0%	
DOUBLE LONG SERVICES	25	EA	905.12	22,628.00			275.00	6,875.00	1,180.12	29,503.00							-	0.0%	
SURVEY & LAYOUTS	2960	LF					1.65	4 884.00	1.65	4 884.00							-	0.0%	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1 480.00							-	0.0%	
COMPACTIO N & DENSITIES	19	EA			1 8.70	355.30	10.00	190.00	28.70	545.30							-	0.0%	
10" OR18 PVC	1980	LF	12.23	24 215.40			12.00	23 760.00	24.23	47 975.40	1980	24 215.40					24 215.40	50.5%	
8" OR18 PVC	420	LF	8.16	3 427.20			10.00	4 200.00	18.16	7 627.20							-	0.0%	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60								0.0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00								0.0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32							-	0.0%	
LOCATE WIRE BOXES	7	EA	148 .61	1 040 .27			100 .00	700 .00	248.61	1 740.27								0.0%	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1 480.00								0.0%	
10" BELL RESTRAINTS	45	EA	154.56	6 955.20			80.00	3600 .00	234.56	10 555.20							-	0.0%	
8" BELL RESTRAINTS	7	EA	89 .17	624.19			60.00	420.00	149.17	1 044.19				-			-	0.0%	
6" BELL RESTRAINTS	6	EA	53 .50	321.00			40.00	240.00	93.50	561.00				-			-	0.0%	
CONNECT TO 10" STUB-OlJT FROM PHASE 4A W/ 1O" MJ LP SLEEVE	
1	
EA				-	
1 300.00	
1 300.00	
1 300.00	
1 300.00							-	
0.0%	
10" MJ GATE VALVE	5	EA	1 664.44	8 322.20			400.00	<	:J. 000.00	2 064.44	10 322.20							-	0.0%	
8" M J GATE VALVE	2	EA	1 0 86.64	2 173.28			275.00	550.00	1361.64	2 723.28								0.0%	

CUSTOMER: AMELIA WALK COO
PROJECT: AMELIA WALK PH 4A & 48	APPLICATION NO:	Seven (7)	PERIOOFROM:	03/20/19 PERIODTO: 04/10/19

BIO DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QlY .	

UNIT
MEAS URE	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR COST	

TOTAL LABOR COST	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	

STORE DQlY TO
DATE	

STORED VALUE TO
DATE	

INSTALL EDQlY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QlY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
6" MJ GATE VALVE	2	EA	737.11	1474.22			275.00	550.00	1 012.11	2 024.22								0.0%	
2" FLUSHING HYDRANT	1	EA	1 052.17	1 052.17			500.00	500.00	1 552.17	1 552.17								0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300 .00	292.67	585.34								0.0%	
FIRE HYDRANT ASSY (WI 6"X6" MJ TEE, 6" MJ GATE VALVE, 6'" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

3 059.25	

3 059.25			

1 000.00	

1 000.00	

4 059.25	

4 059.25								

0.0%	
FIRE HYDRANT ASSY (WI 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

3 119 .88	

3119.88			

1100.00	

1 100.00	

4 219.88	

4 219.88								

0.0%	
FIRE HYDRANT ASSY (WI 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

3 260.17	

16 300.85			

1 200.00	

6000.00	

4 460.17	

22 300.85								

0.0%	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7 004.40								0.0%	
8" MJ 11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19								0.0%	
6" MJ 11.25 BEND	3	EA	159.31	477.93			165.00	495.00	324.31	972.93								0 .0%	
10"X8" MJ TEE	2	EA	506.47	1 012.94			425.00	850.00	931.47	1 862.94								0.0%	
10" MJ PLUG	1	EA	198 .54	198.54			75.00	75.00	273.54	273.54								0.0%	
8" MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53								0.0%	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90								0.0%	
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96								0.0%	
SINGLE SHORT SERVICES	41	EA	312.19	12 799.79			225.00	9225.00	537.19	22 024.79								0.0%	
SINGLE LONG SERVICES	8	EA	311 .35	2 490.80			250.00	2 000.00	561.35	4 490.80								0.0%	
DOUBLE LONG SERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24								0.0%	
1u1ALJEA WAIt.K DISTRIBUTION
SYSTEM				
339,729.87		
2 941.60		
241 543.20		
584 214.67		
90 606.60					
90,806.60	
15.5%	
														Less Previous Draws ........ ·····	66 391.20		
														Amount due this Draw........ .....	24 215.40		

JEA SANITARY SEWER SYSTEM																			
SURVEY & LAYOUTS	7210	LF				-	1.65	11896.50	1.65	11896.50			720	1188.00	2 520	4 158.00	4 158.00	35.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20 548.50								0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13613.60	10.00	7 280.00	28.70	20 893.60			100	2 870.00	230	6 601.00	6 601.00	31.6%	
DEWATER	5432	LF	2.80	15 209.60	5.50	29 876.00	4.45	24172.40	12.75	69 258.00					5432	69 258.00	69 258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	5.05	989.80			10.00	1 960.00	15.05	2 949.80	196	989.80		-			989.80	33.6%	
8" SDR26 PVC 14-6\	1134	LF	5.05	5 726.70			12 .00	13 608.00	17.05	19 334.70	1134	5 726.70					5 726.70	29.6%	
8" SDR26 PVC 16-8\	1344	LF	5.05	6 787.20			14.00	18 816.00	19.05	25 603.20	1344	6 787.20					6 787.20	26.5%	
8" SDR26 PVC 18-10\	1274	LF	5.05	6 433.70			17.00	21 658.00	22.05	28 091.70	1274	6 433.70			-		6 433.70	22.9%	
8" SDR26 PVC /10-12\	1890	LF	5.05	9 544.50			19.00	35 910.00	24.05	45 454.50	324	1636.20	1 216	29 244.80	1566	37 662.30	39 298.50	66.5%	
8" SDR26 PVC /12-14\	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20					924	24 994.20	24 994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	5.05	2 262.40			12.00	5 376.00	17.05	7638.40	448	2 262.40					2 262.40	29.6%	
"A" MANHOLE 10-41139 40\	2	EA	2 071.04	4 142.08			1100.00	2 200.00	3171.04	6 342.08				-				0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49 38 41 42.\	
9	
EA	
1 992.58	
17 933.22			
1 300.00	
11 700.00	
3 292.58	
29 633.22								
0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26 27.)	
7	
EA	
2 406.31	
16 844.17			
1 500.00	
10 500.00	
3 906.31	
27 344.17						-		
0.0%	

"A" MANHOLE 18-10\ 144 31 28 29 30.\	
4	
EA	
2 823.61	
11294.44			
1 800.00	
7.200.00	
4 623.61	
18 494.44								
0.0%	
LINED "A" MANHOLE /8-10\ 1291	1	EA	5 408.26	5 408.26			1 800.00	1 800.00	7 208.26	7 208.26								0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15 34 32)	
8	
EA	
3 372.88	
26 983.04			
2 200.00	
17 600.00	
5 572.88	
44 583.04	
4	
13 491.52	
1	
5 572.88	
4	
22 291.52	
35 783.04	
80.3%	
"B " MANHOLE 110-12\ 133\	1	EA	3 477.50	3 477.50			2 300.00	2 300.00	5 777.50	5 777.50				-				0.0%	
"B" MANHOLE 112-14\ 116 17.\	2	EA	3 862.70	7 725.40			2600.00	5 200.00	6 462.70	12 925.40					2	12 925.40	12 925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
10 559 .71	
10 559.71			
3 000.00	
3 000.00	
13 559.71	
13 559.71					
1	
13 559.71	
13 559.71	
100.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4 317.00	38	1 807.28			12	690.72	2 498.00	57.9 %	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4161.15			
150.00	
5 250.00	
268.89	
9 411.15	
3	
356.67			
7	
1 882.23	
2 238.90	
23.8%	
6" & 8" BOOTS	111	EA	103.43	11480.73			100.00	11100.00	203.43	22 580.73	9	930.87			21	4 272.03	5 202.90	23.0 %	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9 100.00	438.33	15 341.55				-				0.0%	
8" DROP BOWLS	3	EA	595.04	1785.12			500.00	1 500.00	1 095.04	3 285.12								0.0%	
6" SERVICES & FITTINGS	111	EA	199.53	22 147.83			250.00	27 750.00	449.53	49 897.83	56	11173.68	43	19 329.79	43	19 329.79	30 503.47	61.1%	

PROJECT:  AMELIA  WALK  PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10119

BID   DA TE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION SURVEY & LAYOUTS	

QlY .
2744	

UNIT MEAS URE
LF	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR COST
1.65	

TOTAL LABOR COST
4 527.60	

TOTAL UNIT COST
1.65	

TOTAL MATERIAL & LABOR COST
4 527.60	

STORE DQlY TO
DATE	

STORED
VALUE TO DATE	

INSTALL EDQlY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QlY INSTALL EDTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%COMP	
													875	1 443.75	875	1	443.75	1 443.75	31.9%	
SEWER TV & INSPECTION	2744	LF			1.85	5 076.40	1.00	2 744.00	2.85	7 820.40								0.0%	
COMPACTION & DENSITIES	222	EA			18.70	4151.40	10.00	2 220.00	28.70	6 371.40			70	2 009.00	70	2 009.00	2 009.00	31.5%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9 856.00	3.63	6 504.96	12.75	22 848.00					1 792	22 848.00	22 848.00	100.0%	
8" SDR26 PVC I4-6\	952	LF	5.05	4807.60			12.00	11 424.00	17.05	16 231.60	952	4 807.60				-	4 807.60	29.6%	
8" SDR26 PVC 16-8\	952	LF	5.05	4 807.60			14.00	13 328.00	19.05	18135.60	587	2 964.35	365	6 953.25	365	6 953.25	9 917.60	54.7%	
8" SDR26 PVC 18-10\	490	LF	5.05	2 474.50			18.00	8 820.00	23.05	11 294.50	108	545.40	382	8 805.10	382	8 805.10	9 350.50	82.8%	
8" SDR26 PVC 110-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50	350	1 767.50					1 767.50	20.2%	
"A" MANHOLE /0-41119\	1	EA	2 071.04	2 071.04			1100.00	1 100.00	3 171.04	3171.04								0.0%	

"A" MANHOLE 14-6111 2 3 4 20 21 22\	
7	
EA	
1 992.58	
13 948.06			
1 300.00	
9100.00	
3 292.58	
23 048.06	
6	
11 955.48	
1	
3 292.58	
1	
3 292.58	
15 248.06	
66.2%	
"A" MANHOLE 16-8\ 15 6 7 23 24\	5	EA	2 406.31	12 031.55			1 500.00	7 500.00	3 906.31	19 531.55	2	4 812.62	3	11 718.93	3	11 718.93	16 531.55	64.6%	
"A" MANHOLE 18-10\ 18 9\	2	EA	2 823.61	5 647.22			1 800.00	3 600.00	4623.61	9 247.22	1	2 823.61	1	3 597.17	1	3 597.17	6 420.78	69.4%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17								

0.0%	
CONN ECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17								

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00								0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2 250.00	268.89	4 033.35	9	1 070.01	2	537.78	2	537.78	1 607.79	39.9%	
6" &8" BOOTS	63	EA	103.43	6 516.09			100.00	6 300.00	203.43	12 816.09	21	2 172.03	10	2 034.30	10	2 034.30	4 206.33	32.8%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2 674.95			260.00	3 900.00	438.33	6 574.95								0.0%	
6" SERVICES & FITTINGS	63	EA	197.78	12,460.14			250.00	15,750.00	447.78	28,210.14	32	6,328.96	9	4 030.02	9	4,030.02	10,358.98	36.7%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758 249.64		
90,843.58		
102 627.35		
284 894.78	
375,738.36	
49.6%	
														Less Previous Draws ........ .......	280,896.04		
														Amount due this Draw.. ... ....... .	94,842.32		
																			
"''-"'sl"U'HINr	., Lie, :>IAl,v,.
SYSTEM																			
SURVEY & LAYOUTS	1	LS					2 700.00	2 700.00	2 700.00	2 700.00					1	2 700.00	2 700.00	100.0%	
COMPACTION & DENSITIES	90	EA			18.70	1 683.00	10.00	900.00	28.70	2 583.00					90	2 583.00	2 583.00	100.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3 901.80	46.33	9 729.30					210	9 729.30	9 729.30	100.0%	
57STONE	20	TNS	47.56	951.20		"	10.00	200.00	57.56	1 151.20					20	1151.20	1151.20	100.0%	

WET WELL- LIFT STATION 121.4' DEEP\	
1	
EA	
30 298.83	
30 298.83			
16 000.00	
16 000.00	
46 298.83	
46 298.83					
1	
46 298.83	
46 298.83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS			
278 000.00	
278 000.00	
27 800.00	
27 800.00	
305 800.00	
305 800.00								
0.0%	
CRANE/OPERATOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00					10	6 820.00	6 820.00	100.0%	
TRENCH BOX	2	EA	653.89	1 307.78			250.00	500.00	903.89	1 807.78					2	1807.78	1807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	738.18	738.18			500.00	500.00	1 238.18	1 238.18							
"	0.0%	
SURVEY & LAYOUTS	1620	LF					1.65	2 673.00	1.65	2 673.00			800	1 320.00	800	1 320.00	1 320.00	49.4%	
FLUSH	1620	LF					0.75	1 215.00	0.75	1 215.00				-				0.0%	
COMPA CTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70			5	143.50	5	143.50	143.50	45.5%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12 600.00	12.71	20 336.00	400	1 884.00	1 200	15 252.00	1 200	15 252.00	17136.00	84.3%	
LOCATE WIRE	4	RLS	83.22	332.88		
"	50.00	200.00	133.22	532.88	3	249.66	1	66.61	1	66.61	316.27	59.4%	
LOCATE WIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44								0.0%	
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00								0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00	4	214.00	2	187.00	2	187.00	401.00	71.5%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51	1	437.51					437.51	72.6%	
6" AIR RELEASE VALVE ASSY.	1	EA	3 078.03	3 078.03	495.00	495.00	1 300.00	1 300.00	4 873.03	4 873.03	1	3078.03					3 078.03	63.2%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2 550.17	2 550.17		"	1 000.00	1 000.00	3 550.17	3 550.17								0.0%	
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1 565.37	1 565.37	1	795.37					795.37	50.8%	
6" CASE 18\ CROSSING	1	EA	1 404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3 199.32	3 199.32			1	3 199.32	1	3 199.32	3 199.32	100.0%	
6" MJ 90 BEND	2	EA	309.11	818.22	495.00	990.00	165.00	330.00	969.11	1 938.22	2	618.22					618.22	31.9%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74	4	1 203.16	2	931.58	2	931.58	2 134.74	76.4%	
6" MJ 11.25 BEND	2	EA	294.84	589.68	495.00	990.00	165.00	330.00	954.84	1 909.68			2	1 909.68	2	1 909.68	1 909.68	100.0%	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
361.42	
361.42		

"	
1,300.00	
1,300.00	
1,661.42	
1,661.42	
1	
361.42					
361.42	
21.8%	
TOTAL JEA SANI I ARY SEWER LIFT
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428 146.77		
8 841.37		
23,009.69		
94 099.80	
102,941.17	
24.0%	
														Less Previous Draws ..... ... .......	78,626.11		
														Amount due this Draw.. .. .........	24,315.06		
															I	I			

PROJECT: AMELIA WALK PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID  DATE: 10/5/2018	SCHEDULE OF VALUES			

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR
COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	
TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
WATER AND SEWER AS-BUILTS																			
WATER AS-BUILTS	7140	LF					1.25	8 925.00	1.25	8 925.00						-		0.0%	
WATERAS-BUILTS	2960	LF					1.25	3 700.00	1.25	3 700.00								0.0%	
SEWER AS-BUILTS	7210	LF					1.25	9 012.50	1.25	9 012.50								0.0%	
SEWER AS-BUilTS	2744	LF					1.25	3430.00	1.25	3 430.00				-				0.0%	
LIFT STATION AS-BUILTS	1	LS					3 600.00	3600.00	3 600.00	3 600.00						-		0.0%	
FORCE MAIN AS-BUILTS	1620	LF					1.25	2,025.00	1.25	2,025.00								0.0%	

TOTAL WATER AND SEWER AS-BUILTS								
30,692.50		
30,692.50									
														Less Previous Draws ...............			
														Amount due this Draw.............			
																			
IKKluATION SLEEVES ANU
ELEC/TELEPHONE																			
2.5" SLEEVES	250	LF					8.00	2 000.00	8.00	2 000.00								0.0%	
3" SLEEVES	250	LF					9.00	2 250.00	9.00	2 250.00								0.0%	
4" SLEEVES	500	LF					10.00	5 000.00	10.00	5 000.00								0.0%	
6" SLEEVES	500	EA					13.00	6,500.00	13.00	6,500.00								0.0%	
TOTAL IRRIGATION SLEEVES AND ELEC/TELEPHONE								
15,750.00		
15,750.00								
0.0%	
														Less Previous Draws ...............			
														Amount due this Draw.............	-		
																			
LOT GRADING																			
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000.00	150 400.00	4 000.00	150 400.00					37.6	150 400.00	150 400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4 000.00	53 040.00	4 000.00	53 040.00					13.26	53 040.00	53 040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28 123.20					

11 718	

28 123.20	

28 123.20	

100.0%	
EXCAVATE FROM POND 14 48 MOVE DIRT TO LOTS 4B	
8963	
CY					
2.40	
21511.20	
2.40	
21 511.20					
8 963	
21511.20	
21 511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 4B	
3892	
CY	
-				
2.40	
9 340.80	
2.40	
9 340.80					
3 892	
9 340.80	
9 340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00					

192 958	

115 774.80	

115 774.80	

100.0%	
SPREAD & COMPACT GENERATED GOOD DIRT FROM BURIAL OF STRIPPING$ TO LOTS & PADS 4B	

11718	

CY					

0.60	

7 030.80	

0.60	

7 030.80					

11 718	

7 030.80	

7 030.80	

100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A GOING TO LOTS & PADS 4B	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00					
12,885	
7,731.00	
7,731.00	
100.0%	
TOTAL LOT GRADING				-				392,952.00		392,952.00						392 951.80	392 951.80	100.0%	
														Less Previous Draws ...............	392 951.80		
														Amount due this Draw.............			

PAYMENT AND PERFORMANCE BOND																			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00				-	1	53 122.00	53,122.00	100.0	
TOTAL PAYMENT AND PERFORMANCE BOND								
53,122.00		
53 122.00						
53,122.00	
53 122.00		
														Less Previous Draws ...............	53,122.00		
														Amount due this Draw.............			
																			
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85				Total
Less 10% retainage
Amount Earned less Retainage
Less Previous Draws Amount due this Draw	2,338,562.74	
															233,856.27	
															2 104,706.47	
															1,916,390.34	
															188,316.13	

%

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt of  payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to  it  on this application  for payment is	$	188,316.13 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	188,316.13 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished  material pursuant to  an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the

Company: EARTHWORKS OF Name & Title:

Date Executed:

04/10/19

County of Baker,	State of Florida,	this	10th	day of	Apr	, 2019.

State of Florida County of Baker

Subscribed and sworn before me this	--
 	}(. Siiu#-	

Notary Public
My Commission Expires:
County of Residence:	Bradford

10th--day of

Apr	, 2019.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 3B)
The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Sixth Supplemental Trust Indenture, dated as of December 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 11

Name of Payee: Earthworks of Florida

Amount Payable: $ 125,906.56

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

_X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the District,

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.
AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

By:  	
Responsible Officer

CONSULTING ENGINEER’S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

Consulting Engineer May 14, 2019

 APPLICATION  AND CERTIFICATE FOR PAYMENT	

TO (OWNER):	PROJECT:	Amelia Walk, Phase 4A and 48	APPUCATION NO:	Eight (8)	
Amelia Walk Community Development District		Amelia Concourse			
475 West Town Place, Suite 114		Nassau County	PERIOD FROM:	04/11/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	05/15/19	
				(05/25/19)	
FROM (CONTRACTOR):	ENGI NEER:	McCranie & Associates	PROJECT NO:		
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121		Fernandina Beach, FL 32034	SUBSTANTIAL COMPLETION DATE:		
MACCLENNY, FLORID A 32063
904-653-2800			
CONTRACT DATE:	10/5/2018	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
			
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM.... ...... .......... ............................	$	5,595,640.85	
2. NET CHANGE BY CHANGE ORDERS............... ... ..... .... ...... ... ..	   $		
3. CONTRACT SUM TO DATE (LINE 1 & 2)............................	$	5,595,640.85	
4. TOTAL COMPLETED & STORED TO DATE.......... ..... ...........	2,601,944.78	
5. RETAINAGE:		
a. 10% OF COMPLETED WORK............ .......	260,194.48

b. 10% OF STORED MATERIAL....................	 $	

TOTAL RETAINAGE (LINE Sa+ Sb)..................................................	 $	260,194.48 
THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE		
CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK	6. TOTAL EARNED LESS RETAINAGE ................. .......... ...... ............ .....	$	2,341,750.31	
COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL	
7. LESS PREVIOUS CERTIFICATES FOR PAYMENT......... ....... ...	
$	2,104,706.47	
AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR
WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND	
8.CURRENT PAYMENT DUE...... ............. ....... ... ... .................. ....... .	$	237,043.84	
PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT			
PAYMENT SHOWN HEREIN IS NOW DUE.	9. BALANCE TO FINISH, PLUS RETAINAGE.................. .............		

STATE OF:	FLORIDA	COUNTY OF:	BAKER
SUBSCRIBED AND SWORN TO BEFORE ME THIS 10th OF MAY, 2019

NOTARY PUBLIC:

 	Z:	#	

5/ 10/19	MY COMMISSION EXPIRES:

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	$ 	_
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABLE. THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NA MED HERE IN. ISSUAN CE, PAYMEN T AND ACCEPTANCE OF PAYME NT ARE WITHOlJT PREJUD ICE TO ANY RIGHTS OF THE OWNE R AND CONTRACTOR UNDE R THIS CONTRACT.

Amelia Walk Community Development District	CONTRACTOR:EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :	Eight (8)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	04/11/19
PERIOD TO :	05/15/19	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
43,913.75	
(0.25)		
43,913.50	
74%	
15,564.60	
(0.03)	
4,391.35	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	19,973.30	
SEEDING AND MULCHING AND SOD	229,877.57	-	-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
35,848.55	
0.00		
35,848.55	
76%	
11,385.90	
0.00	
3,584.86	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
0.00	
-	
1,318.89	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
707,689.22	
0.00		
707,689.23	
97%	
23,115.20	
0.00	
70,768.92	
ROADWAY CONSTRUCTION	1,24 9,525.28	45,837.60	-		45,837.60	4%	1,203,687.68	-	4,583.76	
STORM DRAINAGE SYSTEM	771,361.57	276,991.81	81,387.81		358,379.62	46%	412,981.95	8,138.78	35,837.96	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00	
-	
-		
-	
0%	
31,310.00	
-	
-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67	
90,606.60	
146,815.24		
237,421.84	
41%	
346,792.83	
14,681.52	
23,742.18	
JEA SANITARY SEWER SYSTEM	758,249.64	375,738.36	31,469.24		407,207.60	54%	351,042.04	3,146.92	40,720.76	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
102,941.17	
3,710.00		
106,651.17	
25%	
321,495.60	
371.00	
10,665.12	
WATER AND SEWER AS-BUILTS	30 692.50	-	-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
-	
-		
-	
0%	
15,750.00	-	
-	
LOT GRADING	392,952.00	392,951.80	-		392,951.80	100%	0.20	-	39,295.18	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	2,338,562.74	263,382.05	-	2,601,944.78	46.50%	2,993,696.07	26,338.20	260,194.48	

										
										
TOTAL CONTRACT	5,595,640.85	2,338,562.74	263,382.05	-	2,601,944.78	46.50%	2,993,696.07	26,338.20	260,194.48	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
													
MuBILILATION AND :SITE
PREPARATION													
MOBLIZATION	1	LS	10 000.00	10 000.00		-	-	-	1	10,000 .00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50		-		-	1	15,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 48	1	LS	11,200.00	11,200.00		-		-	1	11,200.00	1120000	100.0%	
ASBUILTS4A	1	LS	8,900.00	8 900.00		-		-	-	-	-	0.0%	
ASBUILTS4B	1	LS	5,000.00	5,000.00		-		-	-	-	-	0.0 %	
DENSITY TESTING 4A & 48	278	EA	28.70	7,978.60		-		-	220	6 314.00	6,314.00	79.1%	
PROCTOR	4	EA	275.00	1,100.00		-		-	4	1,100.00	1,100.00	100.0%	
l O I AL 1v1uBILILATIUN ANU SITI::.
PREPARATION				
59,478.10		-		-		
43,913.50	
43,913.50	

73.8%	
								Less Previous Draws .......... ... ..	43,913.75		
								Amount due this Draw.............	(0.25)		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4 000.00	101,600.00		-		-	25.4	101,600.00	101 600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4 000.00	20,280.00		-		-	5.07	20,280.00	20 280.00	100.0%	
STRIP4A	40184	CY	1.50	60,276.00		-		-	40,184	60 276.00	60 276.00	100.0%	
STRIP 4B	11718	CY	1.50	17,577.00		-		-	11,718	17,577.00	17,577.00	100.0%	
TOTAL CLEARING AND GRUBBING				199,733.00		-		-		199,733.00	199,733.00	100.0%	
								Less Previous Draws ...............	199,733.00		
								Amount due this Draw.............	-		

SEEDING AND MULCHING AND SOD													
SOD BEHIND CURB 1.67'	2524	SY	2.91	7,344.84		-		-	-	-	-	0.0%	
SODPONDSLOPES14&15	16944	SY	2.91	49 307.04		-		-	-	-	-	0.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		-		-	-	-	-	0.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-		-	-	-	-	0.0%	
SEED & MULCH LOTS	181813	SY	0.56	101 815.28		-		-	-	-	-	0.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104.97		-		-	-	-	-	0.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		-		-	-	-	-	0.0 %	
SEED & MULCH ROW	8183	SY	0.56	4 582.48		-		-	-	-	-	0 .0%	
SEED & MULCH LOTS	64174	SY	0.56	35,937.44		-		-	-	-	-	0.0 %	
TOTAL SEEDING AND MULCHING AND
SOD				
229,877.57		
-		-		-	
-	
0.0%	
								Less Previous Draws ........ .... ...			
								Amount due this Draw........ .....	-		

Page 1 of 12

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT
MEAS URE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

% CO MP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 48	6800	LF	1.97	13,396.00		-		-	6 800	13,396.00	13 396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6 708.30		-		-	-	-	-	0 .0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	-	-	-	0.0 %	
MAINTENANCE OF CONSTRUCTION ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		
-		-	
0.7	
2,065.78	
2,065.78	
70.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE48	
1	
EA	
2,951.11	
2,951.11		-		
-	
0.7	
2,065.78	
2,065.78	
70.0%	
TOTAL EROSION AND SEDIMENT
CONTROL				
47,234.45				-		
35,848.55	
35,848.55	
75.9%	
								Less Previous Draws ...............	35,848.55		
								Amount due this Draw... ..... .. ...	0.00		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.45	6 594.44	100 .0%	
NPDES PERMIT 48	1	LS	6,594.44	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
TOTAL STORMWATER POLLUTION
PREVENTION PLAN				
13,188.88		
-		-		
13,188.89	
13,188.88	
100.0%	
								Less Previous Draws ... .. ..........	13,188.88		
								Amount due this Draw...... .......	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													

OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 4B	

14935	

CY	

2.40	

35,844.00		

-		

-	

14,935	

35,844.00	

35,844.00	

100 .0%	

OVER-EXCAVATE & BURY STRIPPINGS
/ LOAD & HAUL OUT EXCESS DIRT 4A	

25249	

CY	

2.40	

60,597.60		

-		

-	

25 249	

60,597.60	

60,597.60	

100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	8880	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		
-	
2,803	
6,727.20	
6,727.20	
100.0 %	

EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK/ DRIVEWAY AREAS 4A	

477	

CY	

2.40	

1 144.80		
-			

477	

1,144.80	

1 144.80	

100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		-		-	
10,223	
24 535.20	
24,535.20	
1000%	
EXCAVATE POND #14 / MOVE DIRT TO LOTS4A	
88708	
CY	
2.40	
212,899.20		-		-	
88 708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-			227	544.80	544.80	100.0 %	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
2.40	
150,444.00		-		-	
62 685	
150,444.00	
150,444.00	
100.0%	

EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	

3914	

CY	

2.40	

9,393.60	

n	-··	-		

-	

3,914	

9,393.60	

9,393.60	

100.0 %	
-

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
2.40	
99,758.40		
-		
-	
41,566	
99,758.40	
99,758 .40	
100.0%	
EXCAVATE POND #151LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5 596.80		-		
-	
2,332	
5,596.80	
5,596.80	
100.0%	

EXCAVATE FROM POND 14 4B MOVE DIRT TO NON STRUCTURAL AREAS 4B	

2080	

CY	

2.40	

4,992.00		
-		

-	

2,080	

4,992.00	

4,992.00	

100.0%	
STATION BALANCE 4B	7732	CY	2.40	18,556.80		-		-	7,732	18 556.80	18,556.80	100.0%	
DEWATER4A	253156	CY	0.25	64 131.50		-		-	253 156	64,131.50	64,131.50	100.0%	
DEWATER4B	11718	CY	0.24	2,812.32		-		-	11,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		-		
-	
1,082	
2,596.80	
2,596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY	
2.40	
134.40		-		
-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		
-		
-	
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE4B	
7732	
CY	
0.60	
4,639.20		
-		-	
7,732	
4,639.20	
4 639.20	
100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY	
0.60	
1 230.00		
-		
-	
2 050	
1,230.00	
1,230.00	
100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY	
0.60	
750.60		
-		-	
1 ,251	
750.60	
750.60	
100.0%	
MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY	
0.32	
2,579.52		
-		
-	
-	
-	-	
0.0°/c,	
MACHINE DRESS LOTS 4B	64174	SY	0.32	20,535.68		-		-	-	-	-	0.0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804 .42		
-		

-		

707 ,689.22	

707,689.22	

96.8%	
								Less Previous Draws ...... ..... .. ..	707,689.22		
								Amount due this Draw... ..... .... .	0.00		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
ROADWAY CONSTRUCTION													
STATION BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION BALANCE4A	
11456	
CY	
0.60	
6,873.60		
-		
-	
11,456	
6,873.60	
6,873.60	

100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		
-		-	
17 681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	-	-	-	0.0 %	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	-	-	-	0.0 %	
MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY	
0.30	
6,340.80		
-		
-	
-	
-	
-	

0.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10 166.40		-		-	-	-	-	0 . 0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	-	-	-	0.0 %	
REGRADE AFTER UGE 4B	16498	SY	0.50	8 249.00		-		-	-	-	-	0 .0%	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY	0.30	2,454.90		-		-	-	-	-	0.0%	
SURVEY & LAYOUT	1	LS	22 500.00	22 500.00		-		-	-	-	-	0.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	-	-	-	0.0 %	
DENSITIES	96	EA	28.70	2,755.20		-		-	30	861.00	861.00	31 .3%	
PROCTOR	2	EA	275.00	550.00		-		-	-	-	-	0.0%	
LBRTEST	27	EA	297.50	8,032.50		-		-	-	-	-	0.0%	
12" STABLIZATION LBR 4012350 TN\	21316	SY	4.30	91,658.80		-		-	-	-	-	0.0 %	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	-	-	-	0 .0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	-	-	-	0.0 %	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23 963.83		-		-	-	-	-	0.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-		-	-	-	-	0.0%	
H/C RAMPS	18	SF	345.00	6,210.00		-		-	-	-	-	0 .0%	
ADA MATS	270	SF	35.46	9,574.20		-		-	-	-	-	0.0 %	
CONCRETE CYLINDER /EA 4 SET)	15	EA	125.00	1,875.00		-		-	-	-	-	0 .0%	
6" LIMEROCK-16050 TNl	18293	SY	11 03	201,771.79		-		-	-	-	-	0.0%	
PRIME	18293	SY	0.62	11 341.66		-			-	-	-	0 .0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		-		-	-	-	-	0.0 %	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
ASPHALT CORES	35	EA	125.00	4,375.00		-		-	-	-	-	0.0%	
SIGNAGE & STRIPING SURVEY & LAYOUT	1
1	LS LS	6,417.00
9,500.00	6,417.00
9 500.00		-		-	-	-	-	0.0 %	
						-		-	-	-		0.0%	
MOT	1	LS	1,594.44	1 594.44		-		-	-	-	-	0.0 %	
DENSITIES	36	EA	28.70	1,033.20		-				-	-	0.0 %	
PROCTOR	2	EA	275.00	550.00		-		-	-	-	-	0.0%	
LBR TEST	10	EA	297.50	2,975.00		-		-	-	-	-	0 .0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	-	-	-	0.0%	
GRADE CURB PAD	5750	LF	0.65	3 737.50		-		-	-	-	-	0 .0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	-	-	-	0.0 %	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11 047.60		-		-	-	-	-	0.0%	
SIDEWALK	536	SY	34.65	18 572.40		-		-	-	-	-	0.0%	
H/C RAMPS	11	EA	345.00	3 795.00		-		-	-	-	-	0.0%	
ADA MATS	165	SF	35.46	5 850.90		-		-	-	-	-	0.0%	
CONCRETE CYLINDER /EA 4 SET)	7	EA	125.00	875.00		-		-	-	-	-	0.0%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.6 0		-		-	-	-	-	0,0%	
PRIME	7780	SY	0.62	4,823.60		-		-	-	-	-	0.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	-	-	-	0.0 %	
ASPHALT CORES	15	EA	125.00	1,875.00		-		-	-	-	-	0.0%	
TOTAL ROADWAY CONSTRUCTION				1,249,525.28		-		-		45,837.60	45,837.60	3.7%	
								Less Previous Draws ...............	45,837.60		
								Amount due this Draw...... .......	-		

STORM DRAINAGE SYSTEM													
SURVEY & LAYOUTS	4128	LF	1.65	6,811.20		-	400	660.00	2,032	3,352.80	3,352.80	49.2%	
STORM TV & INSPECTION	4128	LF	2.85	11,764.80				-	-	-	-	0.0%	
COMPACTION & DENSITIES	570	EA	28 .70	16,359.00		-	80	2,296.00	172	4,936.40	4,936.40	30 .2%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-	944	12,036.00	2,500	31,875.00	31,875.00	83.8%	
18" RCP (4-6)	256	LF	34.87	8 926.72	72	1 502.64	(72)	(2,510.64)	184	6 416.08	7,918.72	88.7%	
18" RCP /6-8)	352	LF	36.87	12,978.24	168	3 506.16	168	6 194.16	176	6,489.12	9,995.28	77.0%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
56.78	
177 15.36		-		-	-	
-	
-	
0 .0%	
24" RCP /4-6)	176	LF	47.78	8,409.28	176	5 593.28		-	-	-	5,593.28	66.5%	
24" RCP (6-8)	944	LF	49.78	46,992.32	760	24,152.80		-	184	9,159.52	33 312.32	70.9%	
24" RCP (8-10)	216	LF	52.78	11 400.48	128	4,067.84		-	-	-	4 067.84	35.7%	
30" RCP /6-81	216	LF	65.14	14,070.24		-		-	-	-	-	0.0 %	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228.00	33 228.00	100.0%	
36" RCP (6-8)	680	LF	85.07	57,847.60	680	42 887.60		-	-	-	42,887.60	74.1%	
36" RCP /8-101	152	LF	88.07	13,386.64		-		-	152	13,386.64	13,386.64	100 .0%	
42" RCP (8-10)	424	LF	105.67	44 804.08		-	424	44 804.08	424	44 804.08	44 804.08	100.0%	

PIPE LUBE !.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67		-	
15	
267.45	
19	
338.77	
338.77	
38.8 %	
PIPE DIAPERS	12	RLS	189.17	2,270.04		-	3	567.51	5	945.85	945.85	41 .7%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
3,233.13	
29,098.17		-	
3	
9,699.39	
5	
16,165.65	
16,165.65	
55.6%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82 61 62, 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70	
1	
2,411.07		-	
2	
7,822.14	
10 233.21	
26.2%	
SINGLE CURB INLET (8-10) (122 , 123,
142)	
3	
EA	
5,673.40	
17,020.20	--,,	v-u,	-	
2	
11 346.80	
2	
11,346.80	
11,346.80	
66.7%	
DOUBLE CURB INLET (0-41 /101)	1	EA	4 604.98	4,604.98		L -		-	-	-	-	0 .0 %	

,

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE
EA	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

% COMP	
DOUBLE CURB INLET /6-8) (91, 133)	2		6 159.39	12 318.78		-		-	-	-	-	0 .0%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16		-		-	-	-	-	0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 1(203)	
1	
EA	
4,180.68	
4 180.68		-		
-	
1	
4,180.68	
4,180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 1(201)	
1	
EA	
6,655.02	
6,655.02		
-		
-	
1	
6 655 .02	
6,655.02	
100 .0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
1(121}	
1	
EA	
7,664.79	
7,664.79		
-	
1	
7,664.79	
1	
7 664.79	
7,664.79	
100.0%	
STORM MANHOLE /8-10) /202)	1	EA	4,476.06	4 476.06		-		-	1	4,476 .06	4,476.06	100.0%	
TRIPLE 24" MES	6	EA	1,828.92	10,973.52		-			-	-	-	0.0 %	
INVERTS	30	EA	491.83	14,754.90		-	2	983.66	2	983.66	983.66	6.7%	
18" PRECAST MES (44 53)	2	EA	766.18	1 532.36		-	2	1,532.36	2	1,532.36	1,532.36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
1 028.92	
7 202.44		
-		-	
1	
1 028.92	
1 028.92	
14.3%	
30" PRECAST MES /114)	1	EA	1,589.29	1,589.29		-		-	-	-	-	0.0 %	
36" PRECAST MES (134)	1	EA	1 835.39	1,835.39		-				-	-	0.0 %	
42" PIPE MITERED (124)	1	EA	2 279.05	2 279.05		-	1	2 279.05	1	2,279.05	2 279.05	100.0 %	
42" MES CIP CONCRETE APRON	1	EA	2,260.00	2,260.00		-		-	-	-	-	0 .0 %	
57 STONE	100	TNS	57.67	5,767.00		-		-	2	115.34	115.34	2.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1 188.89			0.5	594.45	0.5	594.45	594.45	50.0%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	-	-	-	0.0 %	
57 STONE	300	TNS	47.67	14,301.00		-		-	-		-	0.0%	
FABRIC	3	RL	386.39	1,159.17		-		-	-	-	-	0.0%	
6" END CAPS	52	EA	9.51	494.52		-		-	-	-	-	0.0 %	
SURVEY & LAYOUTS	1560	LF	1.65	2 574.00		-		-	-	-	-	0 .0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446.00		-	384	1,094.40	384	1,094.40	1,094.40	24.6%	
COMPACTION & DENSITIES	226	EA	28.70	6 486.20		-	56	1,607.20	56	1,607.20	1 607.20	24 .8%	
DEWATER	1128	LF	12.75	14,382.00		-	600	7,650.00	600	7,650.00	7,650.00	53 .2%	
15" RCP (6-8)	32	LF	28.81	921.92	32	473.92		-	-	-	473.92	51.4%	
18" RCP !0-4)	304	LF	32.87	9,992.48		-	304	9 992.48	304	9 992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36	48	1,001.76	80	2,789.60	80	2,789.60	3,791.36	84.9%	
18" RCP (6-8)	216	LF	36 87	7,963.92	48	1,001.76		-	-	-	1,001.76	12.6%	
24" RCP /6-8)	32	LF	49.78	1 592.96		-		-	-	-	-	0.0%	
30" RCP (8-10)	288	LF	68.14	19,624.32	104	4,694.56		-	-	-	4,694.56	23.9%	
36" RCP (6-8)	328	LF	86.07	28,230.96		-		-	-	-	-	0.0%	
36" RCP /8-10)	232	LF	8807	20 432.24	128	8,072.96		-	-	-	8,072.96	39.5 %	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	19	EA	17.83	338.77		-	5	89.15	5	89.15	89.15	
26.3%	
PIPE DIAPERS	5	RLS	189.17	945.85		-	2	378.34	2	378.34	378.34	40.0 %	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27	
2,933.27		-		-	-	-	-	
0.0 %	
SINGLE CURB INLET (4-6) (S-21, S-22, S 31, S-32)	
4	
EA	
3,233.13	
12 932.52		-	
4	
12,932.52	
4	
12,932.52	
12,932.52	
100 .0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8 S-12)	
5	
EA	
3,911.07	
19,555.35		
-		-	
-	-	
-	
0.0 %	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673 .40	5,673.40				-	-	-	-	0.0%	
DOUBLE CURB INLET !0 -4) /S-3)	1	EA	4,604.98	4,604.98		-		-	-		-	0.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6 159.39	6 159.39		-		-	-	-	-	0.0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	-	-	-	0. 0%	
INVERTS	14	EA	491.83	6,885.62		-		-	-	-	-	0.0%	
18" PRECAST MES	3	EA	766.18	2,298.54	Paa,	6 of 12 -	2	1,532.36	2	1,532.36	1,532.36	66.7%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36" PRECAST MES	

QTY.	

UNIT MEAS URE
EA	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
	1		1,835.39	1,835.39		-		-	-	-	-	0 .0%	
57 STONE	50	TNS	57.56	2 878.00		-	10	575.60	10	575.60	575.60	20.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1 188.89		-	1	594.45	1	594.45	594.45	50.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		-		-	-	-	-	0.0%	
57 STONE	150	TNS	47.56	7 134.00		-		-	-	-	-	0 . 0 %	
FABRIC	2	RL	386.39	772.78		-		-	-	-	-	0.0'%	
6" END CAPS	26	EA	9.51	247.26		-		-	-	-	-	0 . 0 %	
TOTAL STORM DRAINAGE SYSTEM				771,361.57		99,366.35		137,651.15		259,013.27	358,379.62	46.5%	
								Less Previous Draws .... ... .... ... .	276,991.81		
								Amount due this Draw.... .........	81,387.81		

PAVING AND DRAINAGE AS-BUilTS													
PAVING AS-BUilTS	1	LS	17 000.00	17,000.00		-		-	-	-	-	0.0%	
PAVING AS-BUILTS	1	LS	7,200.00	7 200.00		-		-	-	-	-	0 .0 %	
DRAINAGE AS-BUilTS	4128	LF	1.25	5,160.00		-		-	-	-	-	0.0 %	
DRAINAGE AS-BUilTS	1560	LF	1.25	1,950.00		-		-	-	-	-	0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUilTS				
31,310.00		
-		
-		
-	-		
								Less Previous Draws ...... .. . ... ...			
								Amount due this Draw........ .....	-		

JEA WATER DISTRIBUTION SYSTEM													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-	1,660	2 739.00	1,660	2,739.00	2,739.00	23.2%	
FLUSH, BT & TEST	7140	LF	0.50	3,570.00		-		-	-	-	-	0 .0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-	15	430.50	15	430.50	430.50	33.3%	
12" DR18 PVC	340	LF	31.26	10,628.40		-	340	10,628.40	340	10,628.40	10,628.40	100.0 %	
10" DR18 PVC	2560	LF	24.23	62,028.80	1240	15 165.20	1,320	31,983.60	1,320	31 983.60	47,148.80	76.0%1	
8" DR1B PVC	3280	LF	18.16	59 564.80	3280	26,764.80		-	-	-	26 764.80	44.9%	
6" DR18 PVC	520	LF	12.71	6 609.20	520	2,449.20		-	-	-	2,449.20	37.1 %	
2" POLY PIPE	440	LF	7.61	3,348.40		-		-	-	-	-	0. 0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-	3	399.66	3	399.66	399.66	20.0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	-	-	-	0 .0%	
LOCATE WIRE TESTING	7140	LF	0.20	1 428.00		-		-	-	-	-	0.0%	
12" BELL RESTRAINTS	6	EA	27001	1,620.06		-	6	1,620.06	6	1 620.06	1,620.06	100.0%	
10" BELL RESTRAINTS	58	EA	234.56	13,604.48		-	6	1,407.36	6	1,407.36	1,407.36	10.3%	
B" BELL RESTRAINTS	75	EA	149.17	11,187.75		-		-	-	-	-	0.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	-	-	-	0.0 %	

CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12" MJ LONG SLEEVE	

1	

EA	

1 924.43	

1,924.43		

-		
-	
-	

-	

-	

0. 0 %	
12" MJ GATE VALVE	1	EA	2,427.06	2 427.06		-	1	2,427.06	1	2,427.06	2,427.06	100.0 %	
10" MJ GATE VALVE	B	EA	2 064.44	16,515.52		-	3	6,193.32	3	6,193.32	6,193.32	37.5%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	-	-	-	0 . 0 %	
6" MJ GATE VALVE	2	EA	1 012.11	2,024.22		-		-	-	-	-	0.0 %	
2" FLUSHING HYDRANT	2	EA	1,552.17	3 104.34		-		-	-	-	-	0 .0%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	-	-	-	0.0%	

Page 7 of 12

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

2	

EA	

4, 059.25	

8,118.50		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS ,
NUTS & WASHERS)	

10	

EA	

4 219.88	

42,198.80		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

4	

EA	

4 460.17	

17 840.68		

-	

2	

8,920 .34	

2	

8 920.34	

8 920.34	

50.0%	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

1	

EA	

4 616.05	

4,616.05			

1	

4 616.05	

1	

4,616.05	

4,616.05	

100 .0%	
10" MJ 90 BEND	1	EA	582.79	582.79		-	1	582.79	1	582.79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	-	-	-	0 .0 %	
10" MJ 11.25 BEND	14	EA	538.80	7,543.20		-	5	2,694.00	5	2,694.00	2,694.00	35.7%	
8" MJ 11.25 BEND	27	EA	380.19	10 265.13		-		-	-	-	-	0 .0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	-	-	-	0.0 %	
12"X10" MJ TEE	1	EA	1,11 0.99	1 110.99		-	1	1,110.99	1	1,110.99	1,110.99	100.0 %	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-	1	1,009.93	1	1,009.93	1,009.93	33.3 %	
10"X8" MJ TEE	1	EA	931.47	931.47		-		-	-	-	-	0 .0 %	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	-	-	-	0.0 %	
10"X8 " MJ REDUCER	3	EA	452.01	1 356.03		-	1	452.01	1	452.01	452.01	33.3%	
8"X6" MJ REDUCER	2	EA	346.90	693.80		-		-	-	-	-	0.0 %	
10" MJ PLUG	2	EA	273 .54	547.08		-		-	-	-	-	0 .0%	
6"X2" TAP CAP	2	EA	324.63	649.26		-		-	-	-	-	0 .0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-	9	4 750.92	9	4,750.92	4,750.92	18.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		-	3	1,703.49	3	1,703.49	1,703.49	33.3%	
DOUBLE LONG SERVICES	25	EA	1 180.12	29 503.00		-	6	7,080.72	6	7,080.72	7,080.72	24 .0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		-	1 ,660	2 7 39.00	1 660	2,739.00	2 739.00	56.1 %	
FLUSH, BT & TEST	2960	LF	0.50	1 480.00		-		-	-	-	-	0. 0%	
COMPACTION & DENSITIES	19	EA	28.70	54530		-		-	-	-	-	0. 0%	
10" DR18 PVC	1980	LF	24.23	47 975.40	320	3 913.60	1,660	40,221.80	1,660	40,221.80	44,135.40	92.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		-		-	-	-	-	0.0 %	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	-	-	-	0 .0 %	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	-	-	-	0.0 %	
LOCATE WIRE	6	LF	133.22	799.32		-	2	266.44	2	266.44	266.44	33.3%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-			-	-	-	0 .0 %	
LOCATE WIRE TESTING	2960	LF	0.50	1 480.00		-		-	-	-	-	0.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-	20	4,691.20	20	4,691.20	4,691.20	44.4 %	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	-	-	-	0 .0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	-	-	-	0 .0 %	
CONNECT TO 10" STUB-OUT FROM PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		-		-	-	-	
-	

0 .0 %	
10" MJ GATE VALVE	5	EA	2 064.44	10 322.20		-	3	6,193.32	3	6,193.32	6,193.32	60.0%	
8" MJ GATE VALVE	2	EA	1 361.64	2,723.28		-		-	-	-	-	0.0 %	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	-	-	-	0.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17	Pag	a of 12 -		-	-	-	-	0 .0 %	

PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	04/11119 PERIOD TO: 05115/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	-	-	-	0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS , NUTS AND WASHERS)	

1	

EA	

4 059.25	

4,059.25		

-		

-	

-	

-	

-	

0 .0%	
FIRE HYDRANT ASSY (WI 8"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		

-		

-	

-	

-	

-	

0.0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85	

2	

6,520.34	

3	

13,380.51	

3	

13,380.51	

19,900.85	

89.2%	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-	9	4,849.20	9	4,849.20	4,849.20	69.2%	
8" MJ 11.25 BEND	1	EA	380.19	380.19		-		-	-		-	0.0%	
6" MJ 11.25 BEND	3	EA	324.31	972.93		-		-	-	-	-	0.0 %	
10"X8" MJ TEE	2	EA	931.47	1,862.94		-		-	-	-	-	0.0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	-	-	-	0.0%	
8" MJ PLUG	1	EA	200.53	200.53		-		-	-	-	-	0.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	-	-	-	0 .0%	
6"X2" TAP CAP	1	EA	240.96	240.96		-		-	-	-	-	0.0%	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-	20	10,743.80	20	10,743.80	10,743.80	48.8%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-	3	1,684.05	3	1,684.05	1 684.05	37.5%	
DOUBLE LONG SERVICES	8	EA	1,181.53	9,452.24		-	6	7,089.18	6	7,089.18	7,089.18	75.0%	
TOTAL JEA WATER DISTRIBUTION
SYSTEM				
584,214.67		
54,813.14		
182,608.70		
182,608.70	
237,421.84	
40.6%	
								Less Previous Draws ... ..... . ......	90,606.60		
								Amount due this Draw.............	146,815.24		

JEA SANITARY SEWER SYSTEM													
SURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	2,520	4 158.00	4,158.00	35.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548.50		-			-	-	-	0.0%	
COMPACTION & DENSITIES	728	EA	28.70	20 893.60		-	80	2,296.00	310	8,897.00	8,897.00	42.6 %	
DEWATER	5432	LF	12.75	69,258.00		-		-	5,432	69 258.00	69,258.00	100.0%	
8" SDR26 PVC /0-4)	196	LF	15.05	2 949.80	196	989.80		-	-	-	989.80	33.6%	
8" SDR26 PVC /4-6)	1134	LF	17.05	19,334.70	1134	5,726.70		-	-	-	5,726.70	29.6%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25 603.20	1344	6 787.20		-	-	-	6,787.20	26.5%	
8" SDR26 PVC /8-10)	1274	LF	2205	28,091.70	1274	6,433.70		-	-	-	6,433.70	22.9%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45 454.50	854	4 312.70	{530)	/12,746 50)	1,036	24 915.80	29,228.50	64.3%	
8" SDR26 PVC /12 -14)	924	LF	27 05	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8"' SDR26 PVC /4-6) HIGH LINE	448	LF	1705	7,638.40		-	448	7,638.40	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	-	-	-	0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49 38, 41 42.)	
9	
EA	
3,292.58	
29,633.22		
-		
-	
-	-	-	
0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27 l	
7	
EA	
3,906.31	
27,344.17		
-		-	
-	
-	
-	
0.0 %	

"A" MANHOLE /8-10) /44, 31, 28, 29, 30.)	
4	
EA	
4,623.61	
18,494.44		
-		-	-	-	
-	
0.0 %	
LINED "A" MANHOLE /8-10) (29)	1	EA	7 208.26	7,208.26				-	-	-	-	0.0%	
-    ;;,   ·       V     V         IL,

PROJECT:  AMELIA  WALK PH  4A & 48	PERIOD FROM:	04/11/19 PERIOD TO: 05/15/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32)	

QTY.

8	

UNIT MEAS URE	

TOTAL UNIT COST

5,572.88	

TOTAL MATERIAL & LABOR COST

44,583.04	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED& STORED VALUE	

% CO MP	
		
EA				-	
3	
16,718.64	
7	
39,010.16	
39 010 16	
87.5%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50		-		-	-	-	-	0.0 %	
"B" MANHOLE (12-141 (16, 17)	2	EA	6,462.70	12,925.40		-		-	2	12,925.40	12 925.40	100 .0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
13,559.71	
13559.71		
-		
-	
1	
13,559.71	
13,559.71	
100.0%	
57 STONE	75	TNS	57.56	4,317.00	38	1,807.28	10	575.60	22	1 266.32	3,073.60	71.2%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE)	
35	
EA	
268.89	
9411.15		
-	
3	
806.67	
10	
2 688.90	
2,688.90	

28.6%	
6" & 8" BOOTS	111	EA	203.43	22,580.73		-	9	1 830.87	30	6 102.90	6,102.90	27.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-		-	-	-	-	0. 0%	
8" DROP BOWLS	3	EA	1,095.04	3,285.12		-		-	-	-	-	0 .0 %	
6" SERVICES & FITTINGS	111	EA	449.53	49 897.83	56	11 173.68		-	43	19,329 .79	30 503.47	61.1%	
SURVEY & LAYOUTS	2744	LF	1.65	4 527.60		-	800	1 320.00	1,675	2,763.75	2,763.75	61.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	-	-	-	0.0%	
COMPACTION & DENSITIES	222	EA	28.70	6 371.40		-	45	1,291.50	115	3,300.50	3,300.50	51.8%	
DEWATER	1792	LF	12.75	22,848.00		-		-	1 792	22 848.00	22 848.00	100.0%	
8" SDR26 PVC (4-6}	952	LF	17.05	16,231.60	832	4,201.60	120	2,046.00	120	2,046.00	6 247.60	38.5%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60	490	2 474.50	97	1,847.85	462	8,801.10	11 275.60	62.2 %	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		-	108	2,489.40	490	11,294.50	11,294.50	100.0%	
8" SDR26 PVC (10-121	350	LF	25.05	8,767.50		-	350	8,767.50	350	8,767.50	8 767.50	100.0 %	
"A" MANHOLE (0-4) (19)	1	EA	3 171 04	3171.04		-		-	-	-	-	0.0%	

"A" MANHOLE (4-6) (1, 2, 3, 4 20, 21 22)	
7	
EA	
3,292.58	
23,048.06	
6	
11,955.48		
-	
1	
3,292.58	
15,248.06	
66.2%	
"A" MANHOLE (6-8) (5 6, 7, 23 24)	5	EA	3,906.31	19,531 .55	2	4,812.62		-	3	11 718.93	16 531.55	84.6%	
"A" MANHOLE /8-101 !8, 91	2	EA	4,623.61	9,247.22		-	1	5,650.05	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
-		

-	

-	

-	
-	

0 .0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

2 689.17	

2 689.17		
-		
-	
-	
-	
-	

0.0%	
57 STONE	50	TNS	57.56	2,878.00	8	380.48	12	690.72	12	690.72	1 071.20	37.2%	
PRECAST INVERTS	15	EA	268.89	4,033.35	3	356.67	4	1,075.56	6	1,613.34	1,970.01	48.8%	
6" &8" BOOTS	63	EA	203.43	12,816.09	21	2,172.03		-	10	2 034.30	4 206.33	32.8%	
MANHOLE ADJUSTMENTS	15	EA	438.33	6 574.95		-		-	-	-	-	0 .0%	
6" SERVICES & FITTINGS	63	EA	447 78	28,210.14	31	6,131.18	23	10,298.94	32	14,328.96	20,460.14	72.5%	

TOTAL JEA SANITARY SEWER SYSTEM				
758,249.64		
69,715.62		
52,597.20		
337,491.98	
407,207.60	

53.7%	
								Less Previous Draws .. ....... ... ...	375,738.36		
								Amount due this Draw...... .......	31,469.24		
													
JEA SANITARY SEWER LIFT S1 ATION
SYSTEM													
SURVEY & LAYOUTS	1	LS	2,700.00	2 700.00		-		-	1	2 700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583.00	2,583.00	100.0 %	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151.20	1,151.20	100.0%	

WET WELL - LIFT STATION /21.4' DEEP)	
1	
EA	
46,298.83	
46 298.83	--	,u- u.,   - -		-	
1	
46,298.83	
46,298.83	

100 .0%	

PROJECT: AMELIA WALK PH 4A & 48	PERIOD FROM:	04/11/19 PERIOD TO: 05/15/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

MECHANICAL SUB (PBM) PONY PUMP INCLUDED	

QTY.

1	

UNIT MEAS URE	

TOTAL UNIT COST

305,800.00	

TOTAL MATERIAL & LABOR COST

305,800.00	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

% COMP	
		
LS				
-		-	
-	-	
-	
0.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		.		.	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		.	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238.18	1 238.18		.		.	.	.	-	0.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		.		.	800	1,320.00	1,320.00	49.4%	
FLUSH	1620	LF	0.75	1,215.00		.		.	.	-	.	0.0%	
COMPACTION & DENSITIES	11	EA	28.70	315.70		.		.	5	143.50	143.50	45.5%	
6" DR18 PVC	1600	LF	12.71	20,336.00	200	942.00	200	2,542.00	1 400	17,794.00	18 736.00	92.1%	
LOCATE WIRE	4	RLS	133.22	532.88	2	166.44	1	133.22	2	199.83	366.27	68.7%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		.		-	.	.	.	0.0%	
LOCATE WIRE TESTING	1620	LF	0.80	1 296.00		.		-	.	.	.	0.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00	2	107.00	2	187.00	4	374.00	481.00	85.7%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51	1	437.51		.	.	.	437.51	72.6%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03	1	3 078.03		-	.	.	3,078.03	63. 2%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		.	.	.	.	0.0 %	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37	1	795.37		-	.	.	795.37	50.8%	
6" CASE /Bl CROSSING	1	EA	3 199.32	3 199.32		-		.	1	3,199.32	3,199.32	100.0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		.	2	1,938.22	2	1 938.22	1,938.22	100.0 %	
6" MJ 45 BEND	6	EA	465.79	2 794.74		-	4	1 863.16	6	2,794.74	2,794.74	100 .0%	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		.		.	2	1,909.68	1,909.68	100.0%1	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42	
1	
361.42		
.	
.	
.	
361.42	
21.8°/Q	
TOTAL JEA SANITARY SEWER LIFT
STATION SYSTEM				
428,146.77		
5,887.77		
6,663.60		
100,763.40	
106,651.17	
24.9%	
								Less Previous Draws ...............	102,941.17		
								Amount due this Draw.... .... .....	3,710.00		
													
WATER AND SEWER AS-BUILT$													
WATER AS-BUilTS	7140	LF	1.25	8,925.00		.		.	-	.	-	0.0%	
WATER AS-BUILTS	2960	LF	1.25	3,700.00		.		-	.	.	.	0.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-		.	.	.	-	0.0%	
SEWER AS-BUILTS	2744	LF	1.25	3,430.00		.		.	-	.	.	0.0%	
LIFT STATION AS-BUILTS	1	LS	3 600.00	3 600.00		.		.	.	-	.	0.0%	
FORCE MAIN AS-BUilTS	1620	LF	1.25	2,025.00		.		.	.	.	.	0.0%	

TOTAL WATER AND SEWER AS-BUilTS				
30,692.50		
.		
.		
.	-		
								Less Previous Draws ...............			
								Amount due this Draw.............	.		
													
IRRIGATION SLEEVE:.::; AND
ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		.		.	.	.	.	0.0%	
3" SLEEVES	250	LF	9.00	2 250.00		.		.	.	.	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		.	.	.		0.0%	
6" SLEEVES	500	EA	13.00	6,500.00		-		.	-	.	-	0.0%	
TOTAL IRRIGATION SLEEVES AND
ELEC/TELEPHONE				
15,750.00		
.		
.		
.	
-	
0.0%	
								Less Previous Draws ...... .........			
					Pan•	11 of12		Amount due this Draw... ..........	.		

PROJECT:  AMELIA WALK PH  4A & 48	PERIOD FROM:	04111119 PERIOD TO: 05115/19

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37.6	150,400.00	150 400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	4 000.00	53,040.00		-		-	13.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS4B	

11718	

CY	

2.40	

28,123.20		
-		

-	

11,718	

28 123.20	

28 123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY	
2.40	
21,511.20		-		
-	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE DIRT TO LOT PADS 4B	
3892	
CY	
2.40	
9 340.80		-		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS4A	

192958	

CY	

0.60	

115 775.00		
-		

-	

192,958	

115,774.80	

115774.80	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7 030.80		

-		
-	

11,718	

7,030.80	

7,030.80	

100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A GOING TO LOTS & PADS 4B	

12885	

CY	

0.60	

7,731.00		

-		
-	

12,885	

7,731.00	

7,731 .00	

100.0%	
TOTAL LOT GRADING				392,952.00		-		-		392,951.80	392,951.80	100.0%	
								Less Previous Draws .. .. ........ ...	392,951.80		
								Amount due this Draw... ........ ..	-		

PAYMENT AND PERFORMANCE BOND													
BOND	1	LS	53,122.00	53,122.00		-		-	1	53,122.00	53,122.00	100.0%	
TOTAL PAYMENT AND PERFORMANCE
BOND				
53,122.00		
-		
-		
53,122.00	
53,122.00		
								Less Previous Draws ..... . ....... ..	53,122.00		
								Amount due this Draw... ...... ....	-		
													
TOTAL				5,595,640.85				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	2,601,944.78	
									260,194.48	
									2,341,750.30	
									2,104,706.47	
									237,043.84	

Page 12 of 12

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 48

The undersigned contractor acknowledges receipt  of payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to it on
this application  for payment is	$	237,043.84 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	237,043.84 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or  furnished  material pursuant to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the

Company: EARTHWORKS OF FLO
Name & Title: A	Y

, LLC.
K, PROJECT MANAGER

Date Executed:

County of Baker,	State of Florida,	this	10TH	day of	May	, 2019.

State of Florida County of Baker

Subscribed and sworn before me this

--10TH--day of

May	, 2019.

 	67	

Notary Public

My Commission Expires:
County of Residence:	Bradford

ROBIN LYNN SMffii Comm  #GG 1 9986
Expl,es January 25, 2022
BondedThN 8,idgetNoW)' Sortl:es

 APPLICATION AND CERTIFICATE FOR  PAYMENT	

TO (OWNER):	PROJECT:	Amelia Walk, Phase 4A and 4B	APPUCATION NO:	Seven (7)	
Amelia Walk Community Development District		Amelia Concourse			
475 West Town Place, Suite 114		Nassau County	PERIOD FROM:	03/20/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	04/10/19	
				(04/25/19)	
FROM (CONTRACTOR):	ENGINEER:	McCranie & Associates	PROJECT NO:		
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121		Fernandina Beach, FL 32034	SUBSTANTIAL COMPLETION DATE:		
MACCLENNY,FLORIDA 32063
904-653-2800			
CONTRACT DATE:	
10/5/2018	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
			
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM................................................

$	5,595,640.85

2. NET CHANGE BY CHANGE ORDERS.....................................	 	

3. CONTRACT SUM TO DATE (LINE 1 & 2)............................

$	5,595,640.85

4. TOTAL COMPLETED & STORED TO DATE..........................	2,338,562.74

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMENT SHOWN HEREIN IS NOW DUE.

RETAINAGE:
a.  10% OF COMPLETED WORK..................	233,856.27

b. 10% OF STORED MATERIAL....................	 $	 TOTAL RETAINAGE (LINE Sa+ Sb)..................................................
6. TOTAL EARNED LESS RETAINAGE ...............................................

LESS PREVIOUS CERTIFICATES FOR PAYMENT...................

a.CURRENT PAYMENT DUE..........................................................

9. BALANCE TO FINISH, PLUS RETAINAGE...............................

STATE OF:  FLORIDA	COUNTY OF: BAKER

$	233,856.27

$	2,104,706.47

$	1,916,390.34

$	188,316.13
i	3,490,934.38

SUBSCRIBED AND SWORN TO BE	S  10th O	R, 2	6''!"--

ROBINLYlfiSlll1I

NOTARY PUBLIC:

Expiles ,lar)uafy 25, 2022

*

X	.	 Commission I GG 149986

4/10/19

MY COMMISSION EXPIRES:	 ::;:;;<f

8oadeG TllN Budget llalllry Serviall

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENffiLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	,_,_$ 	_
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABL.E THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOLrf PREJUDICE TO ANY RIGHTS OF THE OWNER AND CONTRACTOR UNDER THIS CONTRACT.

Amelia Walk Community Development District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :	Seven (7)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:		03/20/19
PERIOD TO	04/10/19	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
40,853.85	
3,059.90		
43 913.75	
74%	
15,564.35	
305.99	
4,391.38	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	19 973.30	
SEEDING AND MULCHING AND SOD	229,877.57	-	-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
34,668.10	
1,180.44		
35,848.55	
76%	
11,385.90	
118.04	
3,584.85	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
0.00	-	
1,318.89	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
707,504.42	
184.80		
707,689.22	
97%	
23,115.20	
18.48	
70,768.92	
ROADWAY CONSTRUCTION	1,249,525.28	45,837.60	-		45,837.60	4%	1,203,687.68	-	4,583.76	
STORM DRAINAGE SYSTEM	771,361.57	215,549.60	61,442.21		276,991.81	36%	494,369.76	6,144.22	27,699.18	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00	
-	
-		
-	
0%	
31,310.00	
-	-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67	
66,391.20	
24,215.40		
90,606.60	
16%	
493,608.07	
2,421.54	
9,060.66	
JEA SANITARY SEWER SYSTEM	758,249.64	280,896.04	3,998.74	90,843.58	375,738.36	50%	382,511.28	9,484.23	37,573.84	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
78,626.11	
15,473.69	
8,841.37	
102,941.17	
24%	
325,205.60	
2,431.51	
10,294.12	
WATER AND SEWER AS-BUILTS	30,692.50	-	-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750 .00	
-	
-		
-	
0%	
15,750.00	-	-	
LOT GRADING	392,952.00	392,951.80	-		392,951.80	100%	0.20	-	39,295.18	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	2,129,322.60	109,555.19	99,684.95	2,338,562.74	41.79%	3,257,078.12	20,924.01	233,856.27	

										
										
TOTAL CONTRACT	5,595,640.85	2,129,322.60	109,555.19	99,684.95	2,338,562.74	41.79%	3,257,078.12	20,924.01	233,856.27	

PROJECT: AMELIA WALK PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOO TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

MATERIAL UNIT COST	

TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	

UNIT
LABOR COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	

TOTAL
MATERIAL &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

% COMP	
																			
1v1vul1.,.-1,...,,11M111U:,l1t:
PREPARATION																			
MOBLIZATION	1	LS					10 000.00	10 000.00	10000.00	10000.00					1.0	10 000.00	10000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS					15 299.50	15 299.50	15 299.50	15299.50			0.2	3 059.90	1.0	15 299.75	15 299.75	100.0%	
SURVEY & LAYOUTS 48	1	LS	-				11 200.00	11 200.00	11 200.00	11 200.00					1.0	11 200.00	11 200.00	100.0%	
AS8UILTS4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00								0.0%	
ASBUILTS4B	1	LS					5 000.00	5 000.00	5 000.00	5 000.00								0.0%	
DENSITY TESTING4A & 48	278	EA			18.70	5198.60	10.00	2 780.00	28.70	7 978.60					220	6 314.00	6 314.00	79.1%	
PROCTOR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00					4	1 100.00	11 00.00	100.0%	
!OIAL	,..,,,.1-\J'illLl.;;JIII;;
PREPARATION						
6,098.60		
53 379.50		
59 478.10				
3 059.90		
43,913.75	
43,913.75	
73.8%	
														Less Previous Draws ..	"··	40,853.85		
														Amount due this Draw... ... .... ...	3,059.90		
																			
CLEARING ANO GRUBBING																			
CLEAR AND GRUB 4A	25.4	AC					4 000.00	101600.00	4 000.00	101 600.00					25.4	101 600.00	101 600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC					4 000.00	20 280.00	4 000.00	20 280.00					5.07	20 280.00	20 280.00	100.0%	
STRIP4A	40184	CY					1.50	60 276.00	1.50	60 276.00					40 184	60 276.00	60 276.00	100 .0%	
STRIP4B	11718	CY					1.50	17,577.00	1.50	17,577.00					11,718	17 577.00	17 577.00	100.0%	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733.00						199 733.00	199 733.00	100.0%	
														Less Previous Draws ...... .... .....	199 733.00		
														Amount due this Draw... ...... ....			

SEEDING AND MULCHING ANO SOD																			
SOD BEHIND CURB 1.67	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84								0.0%	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43 376.64	0.35	5 930.40	2.91	49 307.04								0.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16								0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						-		0.0%	
SEED & MULCH LOTS	181813	SY			0.36	65 452.68	0.20	36 362.60	0.56	101 815.28								0.0%	
SOD BEHIND CURB 1.67	1067	SY			2.56	2 731.52	0.35	373.45	2.91	3 104.97								0.0%	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2 901.96	0.20	1 612.20	0.56	4514.16		-						0.0%	
SEED & MULCH ROW	8183	SY			0.36	2 945.88	0.20	1 636.60	0.56	4 582.48								0.0%	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44								0.0%	
TOTAL SEEDINGANu MULCHING AND
SOD						
161,932.92		
67,944.65		
229 877.57		
-						
0.0%	
														Less Previous Draws ...............			
														Amount due this Draw.......•. ....			
																			
EROSION AND SEDIMENT CONTROL																			
SILT FENCING4A	9300	LF			0.86	7 998.00	1.11	10 323.00	1.97	18 321.00					9 300	18 321.00	18 321.00	100.0%	
SILT FENCING 48	6800	LF			0.86	5 848.00	1.11	7 548.00	1.97	13 396.00					6 800	13 396.00	13 396.00	100.0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6 708.30								0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93								0.0%	
MAINTENANCE OF CONSTRUCTION ENTRANCE 4A	
1	
EA	
951.11	
951.11			
2 000.00	
2 000.00	
2 951.11	
2 951.11			
0.2	
590.22	
0.7	
2 065.78	
2 065.78	
70.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE 4B	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11			
0.2	
590.22	
0.7	
2 065.78	
2,065.78	
70.0%	
TOTAL EROSION AND SEDIMENT
CONTROL				
8,292.45		
13,846.00		
25 096.00		
47 234.45				
1,180.44		
35 848.55	
35 848.55	
75.9%	
														Less Previous Draws ... .. .. ..... ...	34,668.11		
														Amount due this Draw..... ........	1,180.44		

STORMWATER POLLUTION
PREVENTION PLAN																			
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6 000.01	6 594.45	6 594.44					1	6 594.45	6 594.44	100.0%	
NPDES PERMIT 48	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44					1	6,594.44	6,594.44	100.0%	
TOTAL STORMWATER POLLUTION
PREVENTION PLAN				
1188.88				
12,000.01		
13 188.88						
13,188.89	
13,188.88	
100.0%	
														Less Previous Draws ... ...... ......	13,188.88		
														Amount due this Draw..... ........			
																	
															I	I				

P age 1 ofB

PROJECT: AMELIA WALK  PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT sue
COST	

TOTAL SUB COST	

UNIT LABOR
COST	

TOTAL
LABOR
COST	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	

STORE DOTY TO
DATE	

STORED
VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	

QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION																			

OVER-EXCAVATE & BURY STRIPPING$
FROM 4A MOVE GENERATED GOOD DIRT TO PHASE 48	

14935	

CY					

2.40	

35 844.00	

2.40	

35 844.00					

14 935	

35 844.00	

35 844.00	

100.0%	

OVER-EXCAVATE & BURY STRIPPING$ I LOAD & HAUL OUT EXCESS DIRT 4A	

25249	

CY					

2.40	

60 597.60	

2.40	

60 597.60					

25249	

60 597.60	

60 597.60	

100.0%	
POND 14 CUT TO POND FILL 4A	37	CY				-	2.40	88.80	2.40	88.80					37	88.80	88.80	100.0%	
EXCAVATE POND #141MOVE DIRT TO PAVED AREAS 4A	
2803	
CY	-				
2.40	
6 727.20	
2.40	
6 727.20					
2 803	
6 727.20	
6 727.20	
100.0 %	

EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK/ DRIVEWAY AREAS 4A	

477	

CY					

2.40	

1 144.80	

2.40	

1144.80			

77	

184.80	

477	

1144.80	

1144.80	

100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24 535.20					
10 223	
24 535.20	
24 535.20	
100.0 %	
EXCAVATE POND #14 / MOVE DIRT TO LOTS4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212 899.20					
88 708	
212 899.20	
212 899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80					227	544.80	544.80	100.0%	
EXCAVATE POND #15/ MOVE DIRT TO LOTS4A	
62685	
CY					
2.40	
150444.00	
2.40	
150 444.00		-			
62685	
150 444.00	
150 444.00	
100.0%	

EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	

3914	

CY					

2.40	

9 393.60	

2.40	

9 393.60					

3 914	

9 393.60	

9 393.60	

100.0%	
EXCAVATE POND# 15 MOVE DIRT TO
PADS4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99 758.40					
41566	
99 758.40	
99 758.40	
100.0%	
EXCAVATE POND #15 I LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596,80	
2.40	
5 596.80					
2 332	
5 596.80	
5 596.80	
100.0%	

EXCAVATE FROM POND 14 48 MOVE DIRT TO NON SffiUCTURAL AREAS 48	

2080	

CY					

2.40	

4 992.00	

2.40	

4 992.00					

2 080	

4 992.00	

4 992.00	

100 .0%	
STATION BALANCE 4B	7732	CY					2.40	18 556.80	2.40	18 556.80					7 732	18 556.80	18 556.80	100.0%	
DEWATER4A	253156	CY	0.10	25 315.60			0.15	38 815.90	0.25	64131.50					253156	64131.50	64131.50	100.0%	
DEWATER4B	11718	CY	0.12	1406.16			0.12	1 406.16	0.24	2 812.32					11718	2 812.32	2 812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 48	
1082	
CY					
2.40	
2 596.80	
2.40	
2 596.80					
1 082	
2 596.80	
2 596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 48	
56	
CY					
2.40	
134.40	
2.40	
134.40					
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20					
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE48	
7732	
CY					
0.60	
4 639.20	
0.60	
4 639.20					
7 732	
4 639.20	
4 639.20	
100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	
2050	
CY					
0.60	
1 230.00	
0.60	
1 230.00				-	
2 050	
1 230.00	
1 230.00	
100.0 %	
SPREAD & COMPACT EXCESS FROM CUT OF PAVING AREAS 48	
1251	
CY		
-			
0.60	
750.60	
0.60	
750.60					
1 251	
750.60	
750.60	
100.0%	
MACHINE DRESS NON-STRUCTURAL
48	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52								
0.0%	
MACHINE DRESS LOTS 48	64174	SY					0.32	20,535.68	0.32	20,535.68								0.0%	

TOTAL STORMWATER MANAGEMENT
FACILITY CONSffiUCTION				

26,721.76				

704,082.66		

730 804.42		
-		

184.80		

707 689.22	

707 689.22	

96.8%	
														Less Previous Draws ,..... .........	707 504.42		
														Amount due this Draw.......... ...	184.80		
																			
ROADWAY CONSTRUCTION																			
STATION BALANCE 4A	11456	CY					2.40	27 494.40	2.40	27 494.40					11456	27 494.40	27 494.40	100.0%	
SPREAD & COMPACT STATION BALANCE4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6 873.60					
11 456	
6 873.60	
6 873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY					
0.60	
10608.60	
0.60	
10 608.60					
17681	
10608.60	
10 608.60	
100. 0%	
REGRADE AFTER UGE 4A	40240	SY					0.50	20 120.00	0.50	20 120.00								0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6126.00								0.0%	
MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6 340.80	
0.30	
6 340.80								
0.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10166.40								0.0%	
MACHINE DRESS LOTS 4A	181813	SY					0.30	54 543.90	0.30	54 543.90								0.0%	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8 249.00								0.0%	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2 454.90	0.30	2 454.90				-				0.0%	
SURVEY & LAYOUT	1	LS					22 500.00	22 500.00	22 500.00	22 500.00		.						0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1594.44								0.0%	
DENSITIES	96	EA			18.70	1 795.20	10.00	960.00	28.70	2 755.20					30	861.00	861.00	31.3%	
PROCTOR	2	EA			225.00	450.00	50.00	' 0 100.00	275.00	550.00						-		0.0%	
LBR TEST	27	EA			247.50	6 682.50	50.00	1 350.00	297.50	8 032,50				-				0.0%	

CUSTOMER: AMELIA WALK COO
PROJECT  :  AMELIA WALK  PH 4A & 48	APPLICATION NO:	Seven f7)	PERIOD FROM: 03/20119 PERIOD TO: 04/10119

BID  DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEAS URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR
COST	

TOTAL
LABOR COST	

TOTAL UNIT COST	

TOTAL
MATERIAL &
LABOR COST	

STORE DOTY TO
DATE	

STORED VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALL EDTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	2.80	59 684.80			1.50	31 974.00	4.30	91658.80								0.0%	
GRADE CURB PAD	13600	LF					0.65	8 840.00	0.65	8 840.00								0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00								0.0%	
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	0.12	2195.16	1.31	23 963.83								0.0%	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42 550.20								0.0%	
HIC RAMPS	18	SF			195.00	3 510.00	150.00	2 700.00	345.00	6 210.00						-		0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20								0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA			75.00	1125.00	50.00	750.00	125.00	1 875.00								0.0%	
6" LIMEROCK (6050 TN)	18293	SY	8.39	153 478.27	2.40	43 903.20	0.24	4 390.32	11.03	201771.79							-	0.0%	
PRIME	18293	SY			0.56	10244.08	0.06	1 097.58	0.62	11341.66						-		0.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY			9.22	168661.46	0.92	16 829.56	10.14	185 491.02								0.0%	
ASPHALT CORES	35	EA			75.00	2 625.00	50.00	1 750.00	125.00	4 375.00								0.0%	
SIGNAGE & STRIPING
SURVEY & LAYOUT	1
1	LS
LS	-		5,917.00	5,917.00	500.00
9 500.00	500.00
9 500.00	6,417.00
9 500.00	6,417.00
9 500.00								0.0%	
																	-	0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1 594.44					-			0.0%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20					-			0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00								0.0%	
LBR TEST	10	EA			247.50	2 475.00	50.00	500.00	297.50	2 975.00								0.0%	
12" STABLIZATION LBR 40 (1 500 TN\	9055	SY	4.20	38031.00			1.50	13 582.50	5.70	51 613.50								0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50								0.0%	
MIAMI CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4 887.50	9.35	53 762.50								0.0%	
FINE GRADE BETWEEN CURBS	7780	SY		-	1.29	10 036.20	0.13	1 011.40	1.42	11 047.60								0.0%	
SIDEWALK	536	SY			31.50	16 884.00	3.15	1 688.40	34.65	18 572.40								0.0%	
H/C RAMPS	11	EA			195.00	2 145.00	150.00	1 650.00	345.00	3 795.00								0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5 850.90								0.0%	
CONCRETE CYLINDER (EA 4 SETl	7	EA		-	75.00	525.00	50.00	350.00	125.00	875.00				-				0.0%	
6" LIMEROCK (2575 TN\	7780	SY	8.40	65 352.00	2.56	19 916.80	0.26	2 022.80	11.22	87 291.60		-						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60		-						0.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7 391.00	10.41	80 989.80								0.0%	
ASPHALT CORES	15	EA			75.00	1,125.00	50.00	750.00	125.00	1,875.00								0.0%	
TOTAL ROADWAY CONSTRUCTION				317 734.95		616 044.96		315 745.37		1 249,525.28						45 837.60	45,837.60	3.7%	
														Less Previous Draws ...............	45,837.60		
														Amount due this Draw.......... ...			

STORM DRAINAGE SYSTEM																			
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20			1 072	1 768.80	1632	2 692.80	2 692.80	39.5%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4 128.00	2.85	11 764.80								0.0%	
COMPACTION & DENSITIES	570	EA			18.70	10 659.00	10.00	5 700.00	28.70	16 359.00					92	2 640.40	2 640.40	16.1%	
DEWATER (6' OR DEEPER\	2984	LF	4.20	12 532.80	5.50	16 412.00	3.05	9101.20	12.75	38 046.00	944	3 964.80	1 072	13 668.00	1556	19 839.00	23 803.80	62.6%	
18" RCP (4-6)	256	LF	20.87	5 342.72			14.00	3 584.00	34.87	8 926.72			256	8 926.72	256	8 926.72	8 926.72	100.0%	
18" RCP (6-8\	352	LF	20.87	7 346.24			16.00	5 632.00	36.87	12 978.24	344	7 179.28	8	294.96	8	294.96	7 474.24	57.6%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
31.78	
9 915.36			
25.00	
7 800.00	
56.78	
17 715.36								
0.0%	
24" RCP (4-61	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8 409.28	176	5 593.28					5 593.28	66.5%	
24" RCP (6-8)	944	LF	31.78	30000.32			18.00	16,992.00	49.78	46 992.32	760	24 152.80	184	9159.52	184	9159.52	33 312.32	70.9%	
24" RCP (8-10)	216	LF	31.78	6 864.48			21.00	4 536.00	52.78	11 400.48	128	4 067.84			-		4 067.84	35.7%	
30" RCP 16-8\	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14 070.24								0.0%	
36" RCP 14-6\	400	LF	63.07	25 228.00			20.00	8 000.00	83.07	33 228.00					400	33 228.00	33 228.00	100.0%	
36" RCP 16-8\	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57 847.60	680	42 887.60					42 887.60	74.1%	
36" RCP (8-1Ol	152	LF	63.07	9 586.64			25.00	3 800.00	88.07	13 386.64					152	13 386.64	13 386.64	100.0%	
42" RCP (8-10)	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08	380	29 894.60					29 894.60	66.7%	

PIPE LUBE 1.0117 PLS. PER 1' OF PIPE\	
49	
EA	
17.83	
873.67					
17.83	
873.67			
4	
71.32	
4	
71.32	
71.32	
8.2%	
PIPE DIAPERS	12	RLS	89.17	1 070.04			100.00	1 200.00	189.17	2 270.04			2	378.34	2	378.34	378.34	16.7%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51 52 111 112 131 151.\	
9	
EA	
1 933 .13	
17398.17			
1 300.00	
11 700.00	
3 233.13	
29 098.17	
3	
5 799.39	
2	
6 466.26	
2	
6 466.26	
12 265.65	
42.2%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81 82 61 62 102 132 113\	
10	
EA	
2 411 .07	
2 4 110.70			
1 500.00	
15 000.00	
3 911.07	
39110.70			
2	
7 822.14	
2	
7 822.14	
7 822.14	
20.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
3 87 3.4 0	
11620.20			
1 800.00	
5 400.00	
5673.40	
17 020.20								
0.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	3 404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98								0.0%	
DOUBLE CURB INLET (6-8) (91 133\	2	EA	4 559.39	9118.78			1 600.00	3 200.00	6 159.39	12 318.78								0.0%	
DOUBLE CURB INLET 18-1011141\	1	EA	4 948.16	4 948.16			1 900.00	1 900.00	6 848.16	6 848.16								0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4180.68	
4180.68					
1	
4 180.68	
4 180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 201)	
1	
EA	
5155.02	
5 155.02			
1 500.00	
1 500.00	
6655.02	
6 655.02					
1	
6 655.02	
6 655.02	
100.0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
121\	
1	
EA	
5 864.79	
5 864.79			
1 800.00	
1 800.00	
7664.79	
7 664.79								
0.0%	
STORM MANHOLE (8-101(202)	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4476.06	4 476.06		-			1	4 476.06	4 476.06	100.0%	
TRIPLE 24" MES	6	EA	628.92	3 773.52			1 200.00	7 200.00	1828.92	10 973.52								0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7 800.00	491.83	14 754.90								0.0%	
18" PRECAST MES 144 53\	2	EA	366.18	732.36			400.00	1::ine 3 of 8  800.00	766.18	1 532.36	1	366.18					366.18	23.9%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK  PH 4A  & 48	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20119 PERIOD TO: 04/10/19

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	

QTY.	

UNIT MEAS URE

EA	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST

4 402.44	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	

TOTAL
MATERIAL  &
LABOR COST	

STORE DQTY TO
DATE	

STORED VALUE TO
DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QTY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
	
7		
628.92				
400.00	
2 800.00	
1 028.92	
7 202.44			
1	
1'028.92	
1	
1 028.92	
1 028.92	
14.3%	
30" PRECAST MES 1114\	1	EA	889.29	889.29			700.00	700.00	1 589.29	1 589.29								0.0%	
36" PRECAST MES 1134\	1	EA	1135.39	1135.39			700.00	700.00	1 835.39	1 835.39							.	0.0%	
42" PIPE MITERED 1124\	1	EA	1 779.05	1 779.05			500.00	500.00	2 279.05	2 279.05								0.0%	
42" MES CIP CONCRETE APRON	1	EA	-		2 000.00	2 000.00	260.00	260.00	2 260.00	2 260.00								0.0%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1 000.00	57.67	5 767.00			2	115.34	2	115.34	115.34	2.0%	
MISCELLANEOUS MATERIAL	1	LS	1188.89	1 188.89					1 188.89	1 188.89								0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2 901.60			14.00	14 560.00	16.79	17 461.60							-	0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00								0.0%	
FABRIC	3	RL	386.39	1159.17					386.39	1 159.17								0.0%	
6" END CAPS	52	EA	9.51	494.52					9.51	494.52						.		0.0%	
SURVEY & LAYOUTS	1560	LF					1.65	2 574.00	1.65	2 574.00								0.0%	
STORM TV & INSPECTION	1560	LF		.	1.85	2 886.00	1.00	1 560.00	2.85	4 446.00								0.0%	
COMPACTION & DENSITIES	226	EA			18.70	4 226.20	10.00	2 260.00	28.70	6 486.20								0.0%	
DEWATER	1128	LF	3.47	3914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 362.00					.			0.0%	
15" RCP 16-8\	32	LF	14.81	473.92			14.00	448.00	28.81	921.92	32	473.92					473.92	51.4%	
18" RCP 10-4\	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9 992.48	304	6 344.48					6 344.48	63.5%	
18" RCP /4-6)	128	LF	20.87	2 671.36			14.00	1 792.00	34.87	4 463.36	128	2 671.36					2 671.36	59 .9%	
18" RCP /6-8)	216	LF	20.87	4 507.92			16.00	3 456.00	36.87	7 963.92	48	1 001.76					1 001.76	12.6%	
24" RCP 16-8\	32	LF	31.78	1 016.96			18.00	576.00	49.78	1 592.96								0.0%	
30" RCP18-10\	288	LF	45.14	13 000.32			23.00	6 624.00	68.14	19 624.32	104	4694.56					4 694.56	23.9%	
36" RCP 16-8\	328	LF	63.07	20 686.96			23.00	7 544.00	86.07	28230.96								0.0%	
36" RCP 18-10)	232	LF	63.07	14632.24			25.00	5 800.00	88.07	20 432.24	128	8 072.96					8 072.96	39.5%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE\	
19	
EA	
17.83	
338.77					
17.83	
338.77								
0.0'%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85								0.0%	

SINGLE CURB INLET 10-4115-11\	
1	
EA	
1 833.27	
1 833.27			
1 100.00	
1 100.00	
2 933.27	
2 933.27								
0.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S 31 S-32\	
4	
EA	
1933.13	
7 732.52			
1 300.00	
5 200.00	
3 233.13	
12 932.52	
4	
7 732.52					
7 732.52	
59.8%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8 S-12)	
5	
EA	
2 411 .07	
12 055.35			
1 500.00	
7 500.00	
3 911.07	
19 555.35								
0.0%	
SINGLE CURB INLET 18-10\ I S-5\	1	EA	3 873.40	3 873.40			1 800.00	1 800.00	5 673.40	5 673.40								0.0%	
DOUBLE CURB INLET 10-4\ IS-3\	1	EA	3 404 .9 8	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98								0.0%	
DOUBLE CURB INLET 16-8\ IS-1\	1	EA	4 559.39	4 559.39			1 600.00	1 600.00	6159.39	6 159.39								0.0%	
STORM MANHOLE 18-10) /S-61	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4 476.06	4 476.06								0.0%	
INVERTS	14	EA	231.83	3 245.62			260.00	3 640.00	491.83	6 885.62						-		0.0%	
18" PRECAST MES	3	EA	366.18	1 098.54			400.00	1 200.00	766.18	2 298.54	2	732.36					732.36	31.9%	
36" PRECAST MES	1	EA	1135.39	1135.39			700.00	700.00	1 835.39	1 835.39								0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00								0.0%	
MISCELLANEOUS MATERIAL	1	LS	1188.89	1 188.89					1 188.89	1 188.89								0.0%	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	8 730.80								0.0%	
57STONE	150	TNS	47.56	7 134.00			.		47.56	7134.00								0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78				-				0.0%	
6" END CAPS	26	EA	9.51	247.26					9.51	247.26								0.0%	
TOTAL STORM DRAINAGE SYSTEM				455 023.33		50,024.00		266,314.24		771,361.57		155 629.69		49,700.32		121 362.12	276,991.81	35.9%	
														Less Previous Draws ..... ..... .....	215 549.60		
														Amount due this Draw..... ........	61,442.21		

PAVING AND DRAINAGE AS-BUILTS																			
PAVING AS-BUilTS	1	LS					17 000.00	17 000.00	17 000.00	17 000.00								0.0%	
PAVING AS-BUilTS	1	LS					7 200.00	7 200.00	7 200.00	7 200.00								0.0%	
DRAINAGE AS-BUilTS	4128	LF					1.25	5160.00	1.25	5 160.00								0.0%	
DRAINAGE AS-BUilTS	1560	LF					1.25	1,950.00	1.25	1,950.00								0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUILTS								
31 310.00		
31,310.00									
														Less Previous Draws ...............			
														Amount due this Draw.. ...........			
																-	

Page 4 of a

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A & 48	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT
MEAS URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT
LABOR COST	

TOTAL LABOR
COST	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	

STORE DOTY TO
DATE	

STORED VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	

QTY INSTALL EDTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
																			
JEA WATER DISTRIBUTION SYSTEM																			
SURVEY & LAYOUTS	7140	LF	-				1.65	11 781.00	1.65	11 781.00								0.0%	
FLUSH BT & TEST	7140	LF					0.50	3 570.00	0.50	3 570.00								0.0%	
COMPACTION & DENSITIES	45	EA			1 8.70	841.50	10.00	450.00	28.70	1 291.50				-				0.0%	
12" DR18 PVC	340	LF	17.26	5 868.40			14.00	4 760.00	31.26	10 628.40	340	5 868.40					5 868.40	55.2%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.80	2560	31 308.80					31 308.80	50.5%	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32 800.00	18.16	59 564.80	3280	26 764.80					26 764.80	44.9%	
6" DR18 PVC	520	LF	4.71	2 449.20			8.00	4 160.00	12.71	6 609.20	520	2 449.20					2 449.20	37 .1%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2 640.00	7.61	3 348.40								0.0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30								0.0%	
LOCATE WIRE BOXES	16	EA	148 .61	2 377.76			100.00	1600.00	248.61	3 977.76								0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08	571.20	0.20	1 428.00						-		0.0%	
12" BELL RESTRAINTS	6	EA	170 .01	1 020.06			100.00	600.00	270.01	1 620.06							-	0.0%	
10" BELL RESTRAINTS	58	EA	154 .5 6	8 964.48			80.00	4 640.00	234.56	13 604.48								0.0%	
8" BELL RESTRAINTS	75	EA	8 9 . 17	6 6 8 7.7 5			60.00	4 500.00	149.17	11 187.75								0.0%	
6" BELL RESTRAINTS	45	EA	53.50	2 407.50			40.00	1 800.00	93.50	4 207.50								0.0%	

CONNECT TO EXISTING 12" STUB OlJT WITH A 12"X12" MJ LONG SLEEVE	

1	

EA	

424.43	

424.43			

1 500.00	

1 500.00	

1 924.43	

1 924.43								

0.0%	
12" MJ GATE VALVE	1	EA	2 027.06	2 027.06			400.00	400.00	2 427.06	2 427.06								0.0%	
10" MJ GATE VALVE	8	EA	1 664.44	13 315.52			400.00	3 200.00	2 064.44	16 515.52								0.0%	
8" MJ GATE VALVE	13	EA	1 0 86.64	14 126.32			275.00	3 575.00	1 361.64	17 701.32								0.0%	
6" MJ GATE VALVE	2	EA	737 . 1 1	1 474 .22			275 .00	550.00	1 012.11	2 024.22								0.0%	
2" FLUSHING HYDRANT	2	EA	1 052 .17	2 104.34			500.00	1 000.00	1 552.17	3 104.34								0.0%	
2" SAMPLE POINT	2	EA	14 2.67	285.34			150.00	300.00	292.67	585.34								0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE. 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

2	

EA	

3 059.25	

6 118.50			

1 000.00	

2 000.00	

4 059.25	

8 118.50								

0.0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

10	

EA	

3 119 .8 8	

31 198.80			

1100.00	

11 000.00	

4 219.88	

42 198.80								

0.0%	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BENO, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

4	

EA	

3 260.17	

13 040.68			

1 200.00	

4 800.00	

4460.17	

17 840.68								

0.0%	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS\	

1	

EA	

3 3 16 .0 5	

3 316.05			

1 300.00	

1 300.00	

4 616.05	

4616.05								

0.0%	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79							-	0.0%	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80					-			0.0%	
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20								0.0%	
8" MJ 11.25 BEND	27	EA	215.19	5 810.13		-	165.00	4 455.00	380.19	10 265.13								0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77								0.0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.99	1 110.99								0.0%	
10"X10" MJ TEE	3	EA	584.93	1 754.79			425.00	1 275.00	1 009.93	3 029.79								0.0%	
10"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47								0 .0%	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99							-	0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1 356.03							-	0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80								0.0%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08							-	0.0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26								0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11 250.00	527.88	26 394.00								0.0%	
SINGLE LONG SERVICES	9	EA	317.83	2 860.47			250.00	2 250.00	567.83	5 110.47								0.0%	
DOUBLE LONG SERVICES	25	EA	905.12	22,628.00			275.00	6,875.00	1,180.12	29,503.00							-	0.0%	
SURVEY & LAYOUTS	2960	LF					1.65	4 884.00	1.65	4 884.00							-	0.0%	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1 480.00							-	0.0%	
COMPACTIO N & DENSITIES	19	EA			1 8.70	355.30	10.00	190.00	28.70	545.30							-	0.0%	
10" OR18 PVC	1980	LF	12.23	24 215.40			12.00	23 760.00	24.23	47 975.40	1980	24 215.40					24 215.40	50.5%	
8" OR18 PVC	420	LF	8.16	3 427.20			10.00	4 200.00	18.16	7 627.20							-	0.0%	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60								0.0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00								0.0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32							-	0.0%	
LOCATE WIRE BOXES	7	EA	148 .61	1 040 .27			100 .00	700 .00	248.61	1 740.27								0.0%	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1 480.00								0.0%	
10" BELL RESTRAINTS	45	EA	154.56	6 955.20			80.00	3600 .00	234.56	10 555.20							-	0.0%	
8" BELL RESTRAINTS	7	EA	89 .17	624.19			60.00	420.00	149.17	1 044.19				-			-	0.0%	
6" BELL RESTRAINTS	6	EA	53 .50	321.00			40.00	240.00	93.50	561.00				-			-	0.0%	
CONNECT TO 10" STUB-OlJT FROM PHASE 4A W/ 1O" MJ LP SLEEVE	
1	
EA				-	
1 300.00	
1 300.00	
1 300.00	
1 300.00							-	
0.0%	
10" MJ GATE VALVE	5	EA	1 664.44	8 322.20			400.00	<	:J. 000.00	2 064.44	10 322.20							-	0.0%	
8" M J GATE VALVE	2	EA	1 0 86.64	2 173.28			275.00	550.00	1361.64	2 723.28								0.0%	

CUSTOMER: AMELIA WALK COO
PROJECT: AMELIA WALK PH 4A & 48	APPLICATION NO:	Seven (7)	PERIOOFROM:	03/20/19 PERIODTO: 04/10/19

BIO DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QlY .	

UNIT
MEAS URE	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR COST	

TOTAL LABOR COST	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	

STORE DQlY TO
DATE	

STORED VALUE TO
DATE	

INSTALL EDQlY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QlY INSTALL EDTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%COMP	
6" MJ GATE VALVE	2	EA	737.11	1474.22			275.00	550.00	1 012.11	2 024.22								0.0%	
2" FLUSHING HYDRANT	1	EA	1 052.17	1 052.17			500.00	500.00	1 552.17	1 552.17								0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300 .00	292.67	585.34								0.0%	
FIRE HYDRANT ASSY (WI 6"X6" MJ TEE, 6" MJ GATE VALVE, 6'" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

3 059.25	

3 059.25			

1 000.00	

1 000.00	

4 059.25	

4 059.25								

0.0%	
FIRE HYDRANT ASSY (WI 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

3 119 .88	

3119.88			

1100.00	

1 100.00	

4 219.88	

4 219.88								

0.0%	
FIRE HYDRANT ASSY (WI 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

3 260.17	

16 300.85			

1 200.00	

6000.00	

4 460.17	

22 300.85								

0.0%	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7 004.40								0.0%	
8" MJ 11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19								0.0%	
6" MJ 11.25 BEND	3	EA	159.31	477.93			165.00	495.00	324.31	972.93								0 .0%	
10"X8" MJ TEE	2	EA	506.47	1 012.94			425.00	850.00	931.47	1 862.94								0.0%	
10" MJ PLUG	1	EA	198 .54	198.54			75.00	75.00	273.54	273.54								0.0%	
8" MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53								0.0%	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90								0.0%	
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96								0.0%	
SINGLE SHORT SERVICES	41	EA	312.19	12 799.79			225.00	9225.00	537.19	22 024.79								0.0%	
SINGLE LONG SERVICES	8	EA	311 .35	2 490.80			250.00	2 000.00	561.35	4 490.80								0.0%	
DOUBLE LONG SERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24								0.0%	
1u1ALJEA WAIt.K DISTRIBUTION
SYSTEM				
339,729.87		
2 941.60		
241 543.20		
584 214.67		
90 606.60					
90,806.60	
15.5%	
														Less Previous Draws ........ ·····	66 391.20		
														Amount due this Draw........ .....	24 215.40		

JEA SANITARY SEWER SYSTEM																			
SURVEY & LAYOUTS	7210	LF				-	1.65	11896.50	1.65	11896.50			720	1188.00	2 520	4 158.00	4 158.00	35.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20 548.50								0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13613.60	10.00	7 280.00	28.70	20 893.60			100	2 870.00	230	6 601.00	6 601.00	31.6%	
DEWATER	5432	LF	2.80	15 209.60	5.50	29 876.00	4.45	24172.40	12.75	69 258.00					5432	69 258.00	69 258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	5.05	989.80			10.00	1 960.00	15.05	2 949.80	196	989.80		-			989.80	33.6%	
8" SDR26 PVC 14-6\	1134	LF	5.05	5 726.70			12 .00	13 608.00	17.05	19 334.70	1134	5 726.70					5 726.70	29.6%	
8" SDR26 PVC 16-8\	1344	LF	5.05	6 787.20			14.00	18 816.00	19.05	25 603.20	1344	6 787.20					6 787.20	26.5%	
8" SDR26 PVC 18-10\	1274	LF	5.05	6 433.70			17.00	21 658.00	22.05	28 091.70	1274	6 433.70			-		6 433.70	22.9%	
8" SDR26 PVC /10-12\	1890	LF	5.05	9 544.50			19.00	35 910.00	24.05	45 454.50	324	1636.20	1 216	29 244.80	1566	37 662.30	39 298.50	66.5%	
8" SDR26 PVC /12-14\	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20					924	24 994.20	24 994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	5.05	2 262.40			12.00	5 376.00	17.05	7638.40	448	2 262.40					2 262.40	29.6%	
"A" MANHOLE 10-41139 40\	2	EA	2 071.04	4 142.08			1100.00	2 200.00	3171.04	6 342.08				-				0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49 38 41 42.\	
9	
EA	
1 992.58	
17 933.22			
1 300.00	
11 700.00	
3 292.58	
29 633.22								
0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26 27.)	
7	
EA	
2 406.31	
16 844.17			
1 500.00	
10 500.00	
3 906.31	
27 344.17						-		
0.0%	

"A" MANHOLE 18-10\ 144 31 28 29 30.\	
4	
EA	
2 823.61	
11294.44			
1 800.00	
7.200.00	
4 623.61	
18 494.44								
0.0%	
LINED "A" MANHOLE /8-10\ 1291	1	EA	5 408.26	5 408.26			1 800.00	1 800.00	7 208.26	7 208.26								0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15 34 32)	
8	
EA	
3 372.88	
26 983.04			
2 200.00	
17 600.00	
5 572.88	
44 583.04	
4	
13 491.52	
1	
5 572.88	
4	
22 291.52	
35 783.04	
80.3%	
"B " MANHOLE 110-12\ 133\	1	EA	3 477.50	3 477.50			2 300.00	2 300.00	5 777.50	5 777.50				-				0.0%	
"B" MANHOLE 112-14\ 116 17.\	2	EA	3 862.70	7 725.40			2600.00	5 200.00	6 462.70	12 925.40					2	12 925.40	12 925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
10 559 .71	
10 559.71			
3 000.00	
3 000.00	
13 559.71	
13 559.71					
1	
13 559.71	
13 559.71	
100.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4 317.00	38	1 807.28			12	690.72	2 498.00	57.9 %	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4161.15			
150.00	
5 250.00	
268.89	
9 411.15	
3	
356.67			
7	
1 882.23	
2 238.90	
23.8%	
6" & 8" BOOTS	111	EA	103.43	11480.73			100.00	11100.00	203.43	22 580.73	9	930.87			21	4 272.03	5 202.90	23.0 %	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9 100.00	438.33	15 341.55				-				0.0%	
8" DROP BOWLS	3	EA	595.04	1785.12			500.00	1 500.00	1 095.04	3 285.12								0.0%	
6" SERVICES & FITTINGS	111	EA	199.53	22 147.83			250.00	27 750.00	449.53	49 897.83	56	11173.68	43	19 329.79	43	19 329.79	30 503.47	61.1%	

PROJECT:  AMELIA  WALK  PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10119

BID   DA TE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION SURVEY & LAYOUTS	

QlY .
2744	

UNIT MEAS URE
LF	

MATERIAL
UNIT COST	

TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR COST
1.65	

TOTAL LABOR COST
4 527.60	

TOTAL UNIT COST
1.65	

TOTAL MATERIAL & LABOR COST
4 527.60	

STORE DQlY TO
DATE	

STORED
VALUE TO DATE	

INSTALL EDQlY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	

QlY INSTALL EDTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%COMP	
													875	1 443.75	875	1	443.75	1 443.75	31.9%	
SEWER TV & INSPECTION	2744	LF			1.85	5 076.40	1.00	2 744.00	2.85	7 820.40								0.0%	
COMPACTION & DENSITIES	222	EA			18.70	4151.40	10.00	2 220.00	28.70	6 371.40			70	2 009.00	70	2 009.00	2 009.00	31.5%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9 856.00	3.63	6 504.96	12.75	22 848.00					1 792	22 848.00	22 848.00	100.0%	
8" SDR26 PVC I4-6\	952	LF	5.05	4807.60			12.00	11 424.00	17.05	16 231.60	952	4 807.60				-	4 807.60	29.6%	
8" SDR26 PVC 16-8\	952	LF	5.05	4 807.60			14.00	13 328.00	19.05	18135.60	587	2 964.35	365	6 953.25	365	6 953.25	9 917.60	54.7%	
8" SDR26 PVC 18-10\	490	LF	5.05	2 474.50			18.00	8 820.00	23.05	11 294.50	108	545.40	382	8 805.10	382	8 805.10	9 350.50	82.8%	
8" SDR26 PVC 110-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50	350	1 767.50					1 767.50	20.2%	
"A" MANHOLE /0-41119\	1	EA	2 071.04	2 071.04			1100.00	1 100.00	3 171.04	3171.04								0.0%	

"A" MANHOLE 14-6111 2 3 4 20 21 22\	
7	
EA	
1 992.58	
13 948.06			
1 300.00	
9100.00	
3 292.58	
23 048.06	
6	
11 955.48	
1	
3 292.58	
1	
3 292.58	
15 248.06	
66.2%	
"A" MANHOLE 16-8\ 15 6 7 23 24\	5	EA	2 406.31	12 031.55			1 500.00	7 500.00	3 906.31	19 531.55	2	4 812.62	3	11 718.93	3	11 718.93	16 531.55	64.6%	
"A" MANHOLE 18-10\ 18 9\	2	EA	2 823.61	5 647.22			1 800.00	3 600.00	4623.61	9 247.22	1	2 823.61	1	3 597.17	1	3 597.17	6 420.78	69.4%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17								

0.0%	
CONN ECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17								

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00								0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2 250.00	268.89	4 033.35	9	1 070.01	2	537.78	2	537.78	1 607.79	39.9%	
6" &8" BOOTS	63	EA	103.43	6 516.09			100.00	6 300.00	203.43	12 816.09	21	2 172.03	10	2 034.30	10	2 034.30	4 206.33	32.8%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2 674.95			260.00	3 900.00	438.33	6 574.95								0.0%	
6" SERVICES & FITTINGS	63	EA	197.78	12,460.14			250.00	15,750.00	447.78	28,210.14	32	6,328.96	9	4 030.02	9	4,030.02	10,358.98	36.7%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758 249.64		
90,843.58		
102 627.35		
284 894.78	
375,738.36	
49.6%	
														Less Previous Draws ........ .......	280,896.04		
														Amount due this Draw.. ... ....... .	94,842.32		
																			
"''-"'sl"U'HINr	., Lie, :>IAl,v,.
SYSTEM																			
SURVEY & LAYOUTS	1	LS					2 700.00	2 700.00	2 700.00	2 700.00					1	2 700.00	2 700.00	100.0%	
COMPACTION & DENSITIES	90	EA			18.70	1 683.00	10.00	900.00	28.70	2 583.00					90	2 583.00	2 583.00	100.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3 901.80	46.33	9 729.30					210	9 729.30	9 729.30	100.0%	
57STONE	20	TNS	47.56	951.20		"	10.00	200.00	57.56	1 151.20					20	1151.20	1151.20	100.0%	

WET WELL- LIFT STATION 121.4' DEEP\	
1	
EA	
30 298.83	
30 298.83			
16 000.00	
16 000.00	
46 298.83	
46 298.83					
1	
46 298.83	
46 298.83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS			
278 000.00	
278 000.00	
27 800.00	
27 800.00	
305 800.00	
305 800.00								
0.0%	
CRANE/OPERATOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00					10	6 820.00	6 820.00	100.0%	
TRENCH BOX	2	EA	653.89	1 307.78			250.00	500.00	903.89	1 807.78					2	1807.78	1807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	738.18	738.18			500.00	500.00	1 238.18	1 238.18							
"	0.0%	
SURVEY & LAYOUTS	1620	LF					1.65	2 673.00	1.65	2 673.00			800	1 320.00	800	1 320.00	1 320.00	49.4%	
FLUSH	1620	LF					0.75	1 215.00	0.75	1 215.00				-				0.0%	
COMPA CTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70			5	143.50	5	143.50	143.50	45.5%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12 600.00	12.71	20 336.00	400	1 884.00	1 200	15 252.00	1 200	15 252.00	17136.00	84.3%	
LOCATE WIRE	4	RLS	83.22	332.88		
"	50.00	200.00	133.22	532.88	3	249.66	1	66.61	1	66.61	316.27	59.4%	
LOCATE WIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44								0.0%	
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00								0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00	4	214.00	2	187.00	2	187.00	401.00	71.5%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51	1	437.51					437.51	72.6%	
6" AIR RELEASE VALVE ASSY.	1	EA	3 078.03	3 078.03	495.00	495.00	1 300.00	1 300.00	4 873.03	4 873.03	1	3078.03					3 078.03	63.2%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2 550.17	2 550.17		"	1 000.00	1 000.00	3 550.17	3 550.17								0.0%	
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1 565.37	1 565.37	1	795.37					795.37	50.8%	
6" CASE 18\ CROSSING	1	EA	1 404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3 199.32	3 199.32			1	3 199.32	1	3 199.32	3 199.32	100.0%	
6" MJ 90 BEND	2	EA	309.11	818.22	495.00	990.00	165.00	330.00	969.11	1 938.22	2	618.22					618.22	31.9%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74	4	1 203.16	2	931.58	2	931.58	2 134.74	76.4%	
6" MJ 11.25 BEND	2	EA	294.84	589.68	495.00	990.00	165.00	330.00	954.84	1 909.68			2	1 909.68	2	1 909.68	1 909.68	100.0%	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
361.42	
361.42		

"	
1,300.00	
1,300.00	
1,661.42	
1,661.42	
1	
361.42					
361.42	
21.8%	
TOTAL JEA SANI I ARY SEWER LIFT
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428 146.77		
8 841.37		
23,009.69		
94 099.80	
102,941.17	
24.0%	
														Less Previous Draws ..... ... .......	78,626.11		
														Amount due this Draw.. .. .........	24,315.06		
															I	I			

PROJECT: AMELIA WALK PH 4A & 4B	APPLICATION NO:	Seven (7)	PERIOD FROM: 03/20/19 PERIOD TO: 04/10/19

BID  DATE: 10/5/2018	SCHEDULE OF VALUES			

DESCRIPTION	

QTY.	

UNIT MEAS
URE	

MATERIAL UNIT COST	

TOTAL
MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	

UNIT LABOR
COST	

TOTAL
LABOR COST	

TOTAL
UNIT COST	
TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALL EDTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%COMP	
WATER AND SEWER AS-BUILTS																			
WATER AS-BUILTS	7140	LF					1.25	8 925.00	1.25	8 925.00						-		0.0%	
WATERAS-BUILTS	2960	LF					1.25	3 700.00	1.25	3 700.00								0.0%	
SEWER AS-BUILTS	7210	LF					1.25	9 012.50	1.25	9 012.50								0.0%	
SEWER AS-BUilTS	2744	LF					1.25	3430.00	1.25	3 430.00				-				0.0%	
LIFT STATION AS-BUILTS	1	LS					3 600.00	3600.00	3 600.00	3 600.00						-		0.0%	
FORCE MAIN AS-BUILTS	1620	LF					1.25	2,025.00	1.25	2,025.00								0.0%	

TOTAL WATER AND SEWER AS-BUILTS								
30,692.50		
30,692.50									
														Less Previous Draws ...............			
														Amount due this Draw.............			
																			
IKKluATION SLEEVES ANU
ELEC/TELEPHONE																			
2.5" SLEEVES	250	LF					8.00	2 000.00	8.00	2 000.00								0.0%	
3" SLEEVES	250	LF					9.00	2 250.00	9.00	2 250.00								0.0%	
4" SLEEVES	500	LF					10.00	5 000.00	10.00	5 000.00								0.0%	
6" SLEEVES	500	EA					13.00	6,500.00	13.00	6,500.00								0.0%	
TOTAL IRRIGATION SLEEVES AND ELEC/TELEPHONE								
15,750.00		
15,750.00								
0.0%	
														Less Previous Draws ...............			
														Amount due this Draw.............	-		
																			
LOT GRADING																			
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000.00	150 400.00	4 000.00	150 400.00					37.6	150 400.00	150 400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4 000.00	53 040.00	4 000.00	53 040.00					13.26	53 040.00	53 040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28 123.20					

11 718	

28 123.20	

28 123.20	

100.0%	
EXCAVATE FROM POND 14 48 MOVE DIRT TO LOTS 4B	
8963	
CY					
2.40	
21511.20	
2.40	
21 511.20					
8 963	
21511.20	
21 511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 4B	
3892	
CY	
-				
2.40	
9 340.80	
2.40	
9 340.80					
3 892	
9 340.80	
9 340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00					

192 958	

115 774.80	

115 774.80	

100.0%	
SPREAD & COMPACT GENERATED GOOD DIRT FROM BURIAL OF STRIPPING$ TO LOTS & PADS 4B	

11718	

CY					

0.60	

7 030.80	

0.60	

7 030.80					

11 718	

7 030.80	

7 030.80	

100.0%	
SPREAD & COMPACT DIRT FROM PHASE 4A GOING TO LOTS & PADS 4B	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00					
12,885	
7,731.00	
7,731.00	
100.0%	
TOTAL LOT GRADING				-				392,952.00		392,952.00						392 951.80	392 951.80	100.0%	
														Less Previous Draws ...............	392 951.80		
														Amount due this Draw.............			

PAYMENT AND PERFORMANCE BOND																			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00				-	1	53 122.00	53,122.00	100.0	
TOTAL PAYMENT AND PERFORMANCE BOND								
53,122.00		
53 122.00						
53,122.00	
53 122.00		
														Less Previous Draws ...............	53,122.00		
														Amount due this Draw.............			
																			
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85				Total
Less 10% retainage
Amount Earned less Retainage
Less Previous Draws Amount due this Draw	2,338,562.74	
															233,856.27	
															2 104,706.47	
															1,916,390.34	
															188,316.13	

%

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt of  payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to  it  on this application  for payment is	$	188,316.13 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	188,316.13 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished  material pursuant to  an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the
County of Baker,	State of Florida,	this	10th	day of	Apr	, 2019.

Company: EARTHWORKS OF Name & Title:

Date Executed:

04/10/19

State of Florida County of Baker

Subscribed and sworn before me this	--
 	}(. Siiu#-	

Notary Public
My Commission Expires:
County of Residence:	Bradford

10th--day of

Apr	, 2019.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 3B)
The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Sixth Supplemental Trust Indenture, dated as of December 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 12

Name of Payee: Hopping Green & Sams

Amount Payable: $ 920

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

_X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the District,

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.
AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

By:  	
Responsible Officer

CONSULTING ENGINEER’S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

Consulting Engineer May 14, 2019

Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.O. Box 6526 Tallahassee, FL 32314
850.222.7500

=================================	STATEMENT =================================

April 30, 2019
Amelia Walk Community Development District	Bill Number 107194

c/o GMS, LLC
475 West Town Place, Suite 114 St. Augustine, FL 32092

Billed through 03/31/2019

Phase 4B & 5 Construction AWCDD	00117	JMW

FOR PROFESSIONAL SERVICES RENDERED
03/14/19	JMW	Confer with Kern regarding amenity center improvements; review engineer's report; research assessment allocation and timing issues; review draft community update; confer with Erickson regarding same.

2.20 hrs

03/28/19	JMW	Review proposal; confer with staff; prepare improvement agreement with Marand for amenity facility improvements.

hrs

Total fees for this matter	$920.00

MATTER SUMMARY

Walters, Jason M.	4.00 hrs

230 /hr

$920.00

TOTAL FEES	$920.00
----------------
TOTAL CHARGES FOR THIS MATTER	$920.00

BILLING SUMMARY

Walters, Jason M.	4.00 hrs	230

/hr

$920.00

TOTAL FEES	$920.00
----------------
TOTAL CHARGES FOR THIS BILL	$920.00

Please include the bill number on your check.

C.

 	

VICKI P. CANNON
Supervisor of Elections Nassau Count y, Florida

April 23, 2019

VOTE IN HONOR OF A VETERAN

Ms. Courtney Hogge Recording Secretary
475 West Town Place, Suite 114 St. Augustine, Florida 32092

RE: Amelia Walk Community Development District Dear Ms. Hogge,
In response to your letter received on April 17, 2019, please be advised that
as of April 15, 2019, there were 476 registered voters within the boundaries of the above referenced District.

Should you have questions, or if we can be of assistance to you in any way, please do not hesitate to contact us.

Sincerely,
1rlaJu
Maria Pearson
Candidate Coordinator

Enclosure

96135 Nassau Place, Suite 3 • Yulee, Florida 32097-8635
Phone: 904.491.7500 • Toll Free: 1.866 .2 60.4301 • Fax: 904.432.1400
e-mail: info@votenassau.com • website: www.YoteNassau.com

D.

MONTHLY MANAGEMENT REPORT

COMMUNITY NAME: Amelia Walk CDD	MANAGEMENT REPORT

MONTH OF: April 17 - May 21, 2019	
NAME OF MANAGER: Jen Erickson		

DISTRIBUTION:	TITLE	METHOD	
  Amelia Walk CDD Board		  Developer		  E		
  Daniel Laughlin, GMS		  Manager		  E		
  Taylor Morrison Homes		  Builder		  E		

Method of distribution: Fax (F), E-mail (E), Mail (M), Hand Delivered (H)

Prepared by Evergreen Lifestyles Management
All rights reserved	Page - 1 -

ADMINISTRATION:

CDD Violations:

PROJECT UP DATE AND STATUS:

Administrative Projects: Easements
Maintenance Items Completed:

Fountains - reprogrammed timers
Lock installed for renovation
Maintenance Items in the Process/to be Completed:
Sidewalk repair
JEA cover repair
FPL light post repair
Pool brick steps repaired - Renovation
Monument repairs -

BIDS AND PROPOSALS:
Monument repairs - See enclosed
Repair/replace Phase II sign at Berryessa - TBD

. SCHEDULED EVENTS: Upcoming Events:

•
GENERAL COMMENTS OR CONCERNS WITHIN THE COMMUNITY:

Prepared by Evergreen Lifestyles Management All rights reserved

Invoice	
H. D. Handyman services

BILTO	INVOICE# 	0486

Amelia walk CDD	INVOICEDATE	04/24/2019
DESCRIPTION	AMOUNT

Paint Wood

300.00

Pressure washing 6 monuments	300.00

Prepping the monuments and painting labor cost.	1,000.00
TOTAL	$1,60.0

Terms& Conditions

Thank	you

300.00$ due at the beginning for materials. 1300 due at completion of the job. This form is stated at 1600 without running through my buisness. If we run it through the business we will have to do 1900 due to tax purposes. We look forward to working with you and god bless.

Description	Rate	Qty	Line Total

Billed To
Jerickson Evergreen

Painting

Painting
2 pergola: Pressure wash and paint	$1,200.00	2	$2,400.00	
Painting
9 Monuments: repair sides	$300.00	9	$2,700.00	
and trims. Pressure wash and				
paint.				
Painting
Garbage top: Pressure wash	$400.00	1	$400.00	
and paint				
Painting
Light house at the entrance of	$1,600.00	1	$1,600.00	
majestic walk. Pressure wash				
and paint.				

signs at the back: Pressure wash and paint

$250.00	2	$500.00

Fernandina Beach, Florida
32034
United States

Estimate Number
7371

Estimate Date
04/29/2019

Subtotal
Tax

7,600.00
0.00

La Mancha painting and home repair
(904)-651-0074

714 south 14 st Fernandina Beach, Florida
32034
United States

Estimate Total (USD)	$7,600.00

Notes
Material and labor are included within these prices.

NINTH ORDER OF BUSINESS

A.

Amelia Walk	
Community Development District	

Unaudited Financial Statements	
as of	
April 30, 2019	

Board of Supervisors Meeting	
May 21, 2019	

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
BALANCE SHEET	
April 30, 2019	

---	
---	
---	

$60,861	
$156,632	
$9,700	

---	
---	
---	

$60,861	
$156,632	
$9,700	

---	
---	
---	
---	

$274,300	
$284,656	
$110,000	
---	

---	
---	
---	
$10,462	

$274,300	
$284,656	
$110,000	
$10,462	

---	
---	
---	

$360,427	
$344,962	
---	

---	
---	
$1,477,353	

$360,427	
$344,962	
$1,477,353	

Total	
Governmental	
 	Funds		

 	Major Funds	

Debt	
 	Service		

Capital	
 	Projects		

 	General	
ASSETS:

Cash	
Assessments Receivable	
Due from Future Bond Issue	
Due from Other Funds	
Investment - Custody US Bank	
Investments:	
Series 2012	
Reserve 2012A-1	
Revenue 2012A-1	
Prepayment 2012A-1	
Series 2016	
Reserve 2016A-2	
Revenue 2016A-2	
Prepayment 2016A-2	
Construction	
Series 2018	
Reserve 2018A-3	
Revenue 2018A-3	
Construction	
Series 2018-Area B	
Reserve 2018A	
Cap Interest 2018A	
Revenue 2018A	
Construction	
Cost of Issurance	
Deposits-Electric	

$6,417	
---	
$4,429	
$3,696	
$414,549	

---	
---	
---	
---	
---	

---	
---	
---	
---	
---	

$6,417	
$0	
$4,429	
$3,696	
$414,549	

LIABILITIES	
Accounts Payable	
Due to other Funds	
Deposits - Office Lease	
TOTAL LIABILITIES	

$19,055	
---	
 	$200 	
 	$19,255 	

---	
$3,696	
 	---	
 	$3,696 	

---	
---	
 	---	
 	$0 	

$19,055	
$3,696	
 	$200 	
 	$22,952 	

---	
---	
---	
---	
---	
$515	

$559,650	
$372,066	
$5,263	
---	
---	
---	

---	
---	
---	
$6,239,346	
$8,658	
---	

$559,650	
$372,066	
$5,263	
$6,239,346	
$8,658	
$515	

TOTAL ASSETS	 	$429,607	 	$2,538,516	 	$7,735,818	 	$10,703,941 

FUND BALANCES:		
Nonspendable	$515	
Restricted for:		
Debt Service	---	
Capital Projects	---	
Unassigned	 	$409,836 	
TOTAL FUND BALANCES	 	$410,351 	

$2,534,820	
---	
 	---	
 	$2,534,820 	

---	
$7,735,818	
 	---	
 	$7,735,818 	

$2,534,820	
$7,735,818	
 	$409,836 	
 	$10,680,990 	

---	---	$515

TOTAL LIABILITIES AND FUND BALANCES	 	$429,607	 	$2,538,516	 	$7,735,818	 	$10,703,941 

Page 1

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
GENERAL FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
	For The Period Ending April 30, 2019	
	ADOPTED		PRORATED BUDGET	ACTUAL	
	 	BUDGET			 	THRU 4/30/2019	 	THRU 4/30/2019	 	VARIANCE		

REVENUES:	
Maintenance Assessments-On Roll (Net)	$248,140	$248,140	$248,261	$121	
Maintenance Assessments-Off Roll	$400,309	$400,309	$399,445	($864)	
Interest Income	$100	$58	$251	$192	
Clubhouse Rental Income	$500	$292	$254	($38)	

ADMINISTRATIVE:	
Supervisor Fees	
FICA Expense	
Engineering Fees	
Assessment Roll Administration	
Dissemination	
Trustee Fees	
Arbitrage	
Attorney Fees	
Annual Audit	
Management Fees	
Computer Time	
Travel & Per Diem	
Telephone	
Postage	
Printing & Binding	
Record Storage	
Insurance	
Legal Advertising	
Other Current Charges	
Office Supplies	
Dues, Licenses & Subscriptions	

$11,000	
$842	
$15,000	
$5,000	
$3,500	
$16,163	
$1,200	
$18,000	
$3,525	
$48,600	
$1,000	
$1,000	
$300	
$600	
$1,200	
$0	
$8,715	
$6,200	
$400	
$200	
$175	

$6,417		$5,000	
$491		$383	
$8,750		$1,050	
$5,000		$5,000	
$2,042		$2,992	
$9,428		$5,388	
$700		$0	
$10,500		$10,644	
$2,056		$0	
$28,350		$28,350	
$583		$583	
$583		$137	
$175		$318	
$350		$561	
$700		$1,401	
$0		$40	
$8,715		$7,923	
$3,617		$2,568	
$233		$312	
$117		$129	
$175		$175	

$1,417	
$108	
$7,700	
$0	
($950)	
$4,041	
$700	
($144)	
$2,056	
$0	
$0	
$446	
($143)	
($211)	
($701)	
($40)	
$792	
$1,049	
($79)	
($12)	
$0	

 TOTAL REVENUES	 	$649,049 	$648,799 	$648,210 	($588) EXPENDITURES:
 TOTAL ADMINISTRATIVE	 	$142,620 	$88,982 	$72,954 	$16,028 

FIELD:	
Contract Services:	
Landscaping & Fertilization Maintenance	
Fountain Maintenance	
Lake Maintenance	
Security	
Refuse	
 Management Company		
 Subtotal Contract Services		

$122,412	
$1,500	
$8,995	
$5,400	
$2,640	
 	$15,120 	
 	$156,067 	

$71,407	
$875	
$5,247	
$1,350	
$1,540	
 	$8,820 	
 	$89,239 	

$47,605	
$619	
$4,900	
$4,169	
$1,827	
 	$8,820 	
 	$67,940 	

$23,802	
$256	
$347	
($2,819)	
($287)	
 	$0 	
 	$21,299 	

Repairs & Maintenance:	
Repairs & Maintenance	
Landscaping Extras (Flowers & Mulch)	
 Irrigation Repairs		
 Subtotal Repairs & Maintenance		

$40,000	
$0	
 	$2,000 	
 	$42,000 	

$23,333	
$0	
 	$1,167 	
 	$24,500 	

$7,228	
$13,054	
 	$3,104 	
 	$23,387 	

$16,105	
($13,054)	
 	($1,938)	
 	$1,113 	

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
GENERAL FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
	For The Period Ending April 30, 2019	
	ADOPTED		PRORATED BUDGET	ACTUAL	
	 	BUDGET			 	THRU 4/30/2019	 	THRU 4/30/2019	 	VARIANCE		

Utilities:	
Electric	
Streetlighting	
 Water & Wastewater		
 Subtotal Utilities		

$16,500	
$14,800	
 	$84,162 	
 	$115,462 	

$9,625	
$8,633	
 	$49,095 	
 	$67,353 	

$9,651	
$8,312	
 	$30,951 	
 	$48,915 	

($26)	
$322	
 	$18,143 	
 	$18,438 	

Amenity Center:	
Insurance	
Pool Maintenance	
Pool Chemicals	
Pool Permit	
Amenity Attendant	
Cable TV/Internet	
Janitorial Service	
Special Events	
Decorations-Holiday	
 Facility Maintenance (including Fitness Equip)		
 Subtotal Amenity Center		

$15,859	
$9,360	
$3,000	
$300	
$35,280	
$3,600	
$12,001	
$7,500	
$1,000	
 	$5,000 	
 	$92,900 	

$15,859	
$5,460	
$1,750	
$300	
$20,580	
$2,100	
$7,001	
$4,375	
$1,000	
 	$2,917 	
 	$61,341 	

$14,417	
$5,785	
$266	
$265	
$20,580	
$4,339	
$5,460	
$4,680	
$1,111	
 	$5,646 	
 	$62,548 	

$1,442	
($325)	
$1,485	
$35	
$0	
($2,239)	
$1,541	
($305)	
($111)	
 	($2,730)	
 	($1,207)	

Reserves:	
Capital Reserves	

$100,000	$58,333	$0	$58,333

 Subtotal Reserves	 	$100,000 	$58,333 	$0 	$58,333 

 Total Field Expenditures	 	$506,429 	$300,767 	$202,790 	$97,977 

 TOTAL EXPENDITURES	 	$649,049 	$389,749 	$275,744 	$114,005 

 EXCESS REVENUES (EXPENDITURES)	 	$0 	 	$372,467     	
FUND BALANCE - Beginning	$0	$37,885

FUND BALANCE - Ending	 	$0	 	$410,351 

AMELIA WALK	
Community Development District	

General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2019	

Revenues	
Maintenance Assessments-On Roll (Net)	
Maintenance Assessments-Off Roll	
Interest Income	
Clubhouse Rental Income	

OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	TOTAL	
2018	2018	2018	2019	2019	2019	2019	2019	2019	2019	2019	2019		

$0	

$13,502	

$220,493	

$11,967	

$0	

$0	

$2,299	

$0	

$0	

$0	

$0	

$0	

$248,261	
$0	$239,667	$0	$32,855	$0	$0	$126,923	$0	$0	$0	$0	$0	$399,445	
$0	$3	$1	$38	$71	$65	$73	$0	$0	$0	$0	$0	$251	
$0	$0	$254	$0	$0	$0	$0	$0	$0	$0	$0	$0	$254	

Total Revenues	$0	$253,172	$220,748	$44,860	$71	$65	$129,295	$0	$0	$0	$0	$0	$648,210	

Supervisor Fees	$1,400	$800	$600	$600	$800	$0	$800	$0	$0	$0	$0	$0	$5,000	
FICA Expense	$107	$61	$46	$46	$61	$0	$61	$0	$0	$0	$0	$0	$383	
Engineering Fees	$0	$300	$0	$150	$600	$0	$0	$0	$0	$0	$0	$0	$1,050	
Assessment Roll Administration	$5,000	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,000	
Dissemination	$642	$292	$292	$542	$292	$292	$642	$0	$0	$0	$0	$0	$2,992	
Trustee Fees	$0	$0	$0	$0	$5,388	$0	$0	$0	$0	$0	$0	$0	$5,388	
Arbitrage	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Attorney Fees	$1,925	$3,167	$2,353	$1,255	$887	$1,058	$0	$0	$0	$0	$0	$0	$10,644	
Annual Audit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Management Fees	$4,050	$4,050	$4,050	$4,050	$4,050	$4,050	$4,050	$0	$0	$0	$0	$0	$28,350	
Computer Time	$83	$83	$83	$83	$83	$83	$83	$0	$0	$0	$0	$0	$583	
Travel & Per Diem	$46	$0	$91	$0	$0	$0	$0	$0	$0	$0	$0	$0	$137	
Telephone	$55	$61	$47	$33	$34	$28	$58	$0	$0	$0	$0	$0	$318	
Postage	$55	$105	$94	$39	$49	$90	$130	$0	$0	$0	$0	$0	$561	
Printing & Binding	$365	$303	$198	$116	$228	$113	$78	$0	$0	$0	$0	$0	$1,401	
Record Storage	$10	$10	$10	$10	$0	$0	$0	$0	$0	$0	$0	$0	$40	
Insurance	$7,923	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$7,923	
Legal Advertising	$923	$248	$655	$248	$248	$248	$0	$0	$0	$0	$0	$0	$2,568	
Other Current Charges	$57	$58	$44	$43	$40	$32	$38	$0	$0	$0	$0	$0	$312	
Office Supplies	$32	$13	$13	$15	$16	$22	$18	$0	$0	$0	$0	$0	$129	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	

Total Administrative	$22,848	$9,552	$8,576	$7,229	$12,775	$6,015	$5,959	$0	$0	$0	$0	$0	$72,954	

FIELD:														
Contract Services:														
Landscaping & Fertilization Maintenance	$6,707	$6,707	$6,707	$6,871	$6,871	$6,871	$6,871	$0	$0	$0	$0	$0	$47,605	
Fountain Maintenance	$0	$0	$619	$0	$0	$0	$0	$0	$0	$0	$0	$0	$619	
Lake Maintenance	$700	$700	$700	$700	$700	$700	$700	$0	$0	$0	$0	$0	$4,900	
Security	$1,313	$113	$113	$1,315	$0	$0	$1,313	$0	$0	$0	$0	$0	$4,169	
Refuse	$265	$262	$262	$261	$263	$256	$258	$0	$0	$0	$0	$0	$1,827	
Management Company	$1,260	$1,260	$1,260	$1,260	$1,260	$1,260	$1,260	$0	$0	$0	$0	$0	$8,820	
Total Contract Services	$10,246	$9,043	$9,662	$10,407	$9,094	$9,087	$10,402	$0	$0	$0	$0	$0	$67,940	

AMELIA WALK	
Community Development District	

General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2019	

OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	TOTAL	
2018	2018	2018	2019	2019	2019	2019	2019	2019	2019	2019	2019		

Repairs & Maintenance:														
Repairs & Maintenance	$3,320	$500	$700	$1,002	$500	$1,207	$0	$0	$0	$0	$0	$0	$7,228	
Landscaping Extras (Flowers & Mulch)	$0	$3,184	$314	$3,762	$1,932	$1,932	$1,932	$0	$0	$0	$0	$0	$13,054	
Irrigation Repairs	$218	$438	$0	$383	$1,299	$383	$383	$0	$0	$0	$0	$0	$3,104	
Total R&M	$3,538	$4,122	$1,014	$5,147	$3,730	$3,522	$2,315	$0	$0	$0	$0	$0	$23,387	

Utilities:														
Electric	$1,355	$1,176	$1,723	$1,652	$1,439	$1,287	$1,021	$0	$0	$0	$0	$0	$9,651	
Streetlighting	$1,179	$1,179	$1,179	$1,181	$1,189	$1,188	$1,216	$0	$0	$0	$0	$0	$8,312	
Water & Wastewater	$6,082	$7,773	$3,894	$3,832	$2,220	$3,206	$3,944	$0	$0	$0	$0	$0	$30,951	
Total Utilities	$8,616	$10,128	$6,797	$6,666	$4,848	$5,681	$6,181	$0	$0	$0	$0	$0	$48,915	

Amenity Center:														
Insurance	$14,417	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$14,417	
Pool Maintenance	$780	$780	$780	$780	$780	$1,105	$780	$0	$0	$0	$0	$0	$5,785	
Pool Chemicals	$177	$0	$89	$0	$0	$0	$0	$0	$0	$0	$0	$0	$266	
Pool Permit	$0	$0	$0	$0	$0	$0	$265	$0	$0	$0	$0	$0	$265	
Amenity Attendant	$2,940	$2,940	$2,940	$2,940	$2,940	$2,940	$2,940	$0	$0	$0	$0	$0	$20,580	
Telephone	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Cable TV/Internet	$301	$311	$309	$240	$2,566	$306	$306	$0	$0	$0	$0	$0	$4,339	
Janitorial Service	$780	$780	$780	$780	$780	$780	$780	$0	$0	$0	$0	$0	$5,460	
Special Events	$859	$937	$996	$212	$1,577	$99	$0	$0	$0	$0	$0	$0	$4,680	
Decorations-Holiday	$0	$1,111	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,111	
Facility Maintenance (including Fitness Equip)	$979	$1,224	$1,148	$946	$544	$511	$295	$0	$0	$0	$0	$0	$5,646	
Total Amenity Center	$21,233	$8,082	$7,041	$5,898	$9,187	$5,741	$5,366	$0	$0	$0	$0	$0	$62,548	

Reserves:														
Capital Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Total Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	

Total Field Expenses	$43,632	$31,374	$24,513	$28,117	$26,860	$24,030	$24,264	$0	$0	$0	$0	$0	$202,790	

Subtotal Operating Expenses	$66,480	$40,926	$33,089	$35,347	$39,634	$30,045	$30,223	$0	$0	$0	$0	$0	$275,744	

Interfund Transfers	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Excess Revenues (Expenditures)	($66,480)	$212,246	$187,659	$9,513	($39,563)	($29,980)	$99,072	$0	$0	$0	$0	$0	$372,467	

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2012A-1	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Special Assessments	$122,932	$122,932	$120,286	($2,646)	
Special Assessments - A Prepayments	$0	$0	$9,414	$9,414	
Interest Income	$0	$0	$1,710	$1,710	

TOTAL REVENUES	$122,932	$122,932	$131,409	$8,477	

EXPENDITURES:

Series 2012A-1					
Interest - 11/01	$38,638	$38,638	$38,638	$0	
Interest - 5/01	$38,638	$0	$0	$0	
Principal - 5/01	$45,000	$0	$0	$0	
Special Call - 11/01	$10,000	$10,000	$15,000	($5,000)	

TOTAL EXPENDITURES	$132,275	$48,638	$53,638	($5,000)	

EXCESS REVENUES (EXPENDITURES)	($9,343)	$77,772	

FUND BALANCE - Beginning	$87,957	

$148,282

FUND BALANCE - Ending	 	$78,614 	

 	$226,054 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2016A-2	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Special Assessments	$280,925	$280,925	$270,069	($10,856)	
Special Assessments-Prepayments	$0	$0	$148,000	$148,000	
Interest Income	$0	$0	$5,081	$5,081	

TOTAL REVENUES	$280,925	$280,925	$423,150	$142,225	

EXPENDITURES:

Series 2016A-2					
Interest - 11/01	$109,350	$109,350	$109,350	$0	
Interest - 2/01	$0	$0	$744	($744)	
Interest - 5/01	$108,181	$0	$0	$0	
Special Call - 11/01	$55,000	$55,000	$100,000	($45,000)	
Special Call - 2/01	$0	$0	$50,000	($50,000)	

TOTAL EXPENDITURES	$272,531	$164,350	$260,094	($95,744)	

EXCESS REVENUES (EXPENDITURES)	$8,394	$163,056	

FUND BALANCE - Beginning	$212,541	

$503,343

FUND BALANCE - Ending	 	$220,935 	

 	$666,399 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-3	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Special Assessments	$480,569	$336,398	$336,398	$0	
Interest Income	$0	$0	$4,843	$4,843	

TOTAL REVENUES	$480,569	$336,398	$341,242	$4,843	

EXPENDITURES:

Series 2018A-3					
Interest - 11/01	$195,237	$195,237	$195,237	($0)	
Interest - 5/01	$183,034	$0	$0	$0	

TOTAL EXPENDITURES	$378,271	$195,237	$195,237	($0)	

EXCESS REVENUES (EXPENDITURES)	$102,298	$146,005	

FUND BALANCE - Beginning	$196,906	

$559,383

FUND BALANCE - Ending	 	$299,204 	

 	$705,388 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-AREA 3B	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Special Assessments	$0	$0	$0	$0	
Interest Income	$0	$0	$5,263	$5,263	

TOTAL REVENUES	$0	$0	$5,263	$5,263	

EXPENDITURES:

Series 2018					
Interest - 11/01	$0	$0	$0	$0	
Interest - 5/01	$0	$0	$0	$0	

TOTAL EXPENDITURES	$0	$0	$0	$0	
OTHER SOURCES/(USES)

Bond Proceeds	$0	$0	$931,716	$931,716	

TOTAL OTHER SOURCES AND USES	$0	$0	$931,716	$931,716	

EXCESS REVENUES (EXPENDITURES)	$0	$936,979	

FUND BALANCE - Beginning	$0	

$0

FUND BALANCE - Ending	 	$0 	

 	$936,979 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Long Term Debt Report	
FY 2019	

Series 2012A-1, Special Assessment Bonds	
Interest Rate;	5.50%	
Maturity Date:	5/1/2037	
Reserve Fund Requirement:

Bonds outstanding - 9/30/2018 Less:	Max Annual Debt Service
$1,405,000.00
May 1, 2019 (Mandatory)	$0.00	
Current Bonds Outstanding	$1,405,000.00	

Series 2016A-2, Special Assessment Bonds	
Interest Rate;	4.25%	
Maturity Date:	11/1/2021	$125,000.00	
Interest Rate;	5.50%	
Maturity Date:	11/1/2030	$725,000.00	
Interest Rate;	6.00%	
Maturity Date:	11/1/2047	$2,920,000.00	
Reserve Fund Requirement:	Maximum Annual Debt Assessment		
Less:	November 1, 2018 (Special Call)	($100,000.00)	
	February 1, 2019 (Special Call)	($50,000.00)	
Current Bonds Outstanding		$3,620,000.00	

Interest Rate;	Series 2018A-3, Special Assessment Bond
4.00%
11/1/2024
4.75%
11/1/2029
5.25%
11/1/2038
5.375%
11/1/2048
75% Maximum Annual Debt Assessment
May 1, 2019 (Mandatory)		
Maturity Date:		$735,000.00	
Interest Rate;			
Maturity Date:		$775,000.00	
Interest Rate;			
Maturity Date:		$1,990,000.00	
Interest Rate;			
Maturity Date:		$3,635,000.00	
Reserve Fund Requirement:			
Less:		$0.00	
Current Bonds Outstanding		$7,135,000.00	

Series 2018A Area B, Special Assessment Bond	
Interest Rate;	4.375%	
Maturity Date:	11/1/2024	$690,000.00	
Interest Rate;	4.75%	
Maturity Date:	11/1/2029	$860,000.00	
Interest Rate;	5.25%	
Maturity Date:	11/1/2039	$2,530,000.00	
Interest Rate;	5.375%	
Maturity Date:	11/1/2049	$4,220,000.00	
Reserve Fund Requirement:	100% Maximum Annual Debt Assessment	
Current Bonds Outstanding	$8,300,000.00	

Total Current Bonds Outstanding	$20,460,000.00

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2016A-2	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Interest Income	$0	$0	$100	$100	

TOTAL REVENUES	$0	$0	$100	$100	

EXPENDITURES:

Capital Outlay	$0	$0	$0	$0	

TOTAL EXPENDITURES	$0	$0	$0	$0	

EXCESS REVENUES (EXPENDITURES)	$0	$100	

FUND BALANCE - Beginning	$0	

$10,362

FUND BALANCE - Ending	 	$0 	

 	$10,462 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-3	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Interest Income	$0	$0	$26,518	$26,518	

TOTAL REVENUES	$0	$0	$26,518	$26,518	

EXPENDITURES:

Capital Outlay	$0	$0	$2,028,895	($2,028,895)	

TOTAL EXPENDITURES	$0	$0	$2,028,895	($2,028,895)	

EXCESS REVENUES (EXPENDITURES)	$0	($2,002,377)	

FUND BALANCE - Beginning	$0	

$3,479,730

FUND BALANCE - Ending	 	$0 	

 	$1,477,353 

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-AREA 3B	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2019	

REVENUES:

Interest Income	$0	$0	$37,129	$37,129	

TOTAL REVENUES	$0	$0	$37,129	$37,129	

EXPENDITURES:

Capital Outlay	$0	$0	$665,928	($665,928)	
Cost of Issuance	$0	$0	$491,482	($491,482)	

TOTAL EXPENDITURES	$0	$0	$1,157,409	($1,157,409)	
OTHER SOURCES/(USES)

Bond Proceeds	$0	$0	$7,368,284	$7,368,284	

TOTAL OTHER SOURCES AND USES	$0	$0	$7,368,284	$7,368,284	

EXCESS REVENUES (EXPENDITURES)	$0	$6,248,004	

FUND BALANCE - Beginning	$0	

$0

FUND BALANCE - Ending	 	$0 	

 	$6,248,004 

Amelia Walk	
Community Development District	
Series 2016-2 Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through April 30, 2019	
Opening Balance in Construction Account	

$3,052,509.87

Source of Funds:	Interest Earned	$870.17

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Professional Fees (Contingencies)	
Cost Of Issuance	

($568,190.87)	
($727,841.07)	
($303,222.68)	
($262,281.11)	
($378,929.54)	
($310,733.53)	
($72,695.00)	
($131,315.29)	
($37,459.36)	
($250,250.00)	

Adjusted Balance in Construction Account at April 30, 2019	 	$10,461.58 

2. Funds Available For Construction at April 30, 2019	
Book Balance of Construction Fund at April 30, 2019	

A.	A.J. Johns, Inc. - Phase 2	
	Contract Amount	$2,244,928.40	
	Paid to Date	 	($2,244,928.40)	
	Balance on Contract	 	($0.00)	

$10,461.58

B.	
First Coast Electric, LLC - FPL Conduit Installation	
	Contract Amount	$102,205.00	
	Paid to Date	 	($102,205.00)	
	Balance on Contract	 	$0.00 	

$0.00

$0.00

Construction Funds available at April 30, 2019	 	$10,461.59 

Investments - US Bank

April 30, 2019	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$10,461.58	$10,461.58	

Contracts/Retainage Payable  		$0.00 	
Balance at 4/30/2019  		$10,461.58 	

Page 1

Amelia Walk	
Community Development District	
Series 2018-3 Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through April 30, 2019	
Opening Balance in Construction Account	

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$57,768.40	
$13,352.04	
$0.00	

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Amenity Center Expansion	
Professional Fees/Contingencies	
Cost Of Issuance	

($1,908,297.53)	
($652,943.17)	
($695,706.05)	
($361,824.79)	
($480,549.14)	
($31,949.37)	
($121,163.44)	
($74,469.09)	
($8,750.00)	
($55,523.47)	
($336,968.00)	

Adjusted Balance in Construction Account at April 30, 2019	 	$1,477,352.79 

2. Funds Available For Construction at April 30, 2019	
Book Balance of Construction Fund at April 30, 2019	

A.	Earthworks, Amelia Walk Phase 3	
	Contract Amount	$2,815,784.35	
	 	($2,815,784.35)	
	Balance on Contract	 		$0.00 	

$1,477,352.79

B.	
Earthworks, Amelia Walk Phase 4A (29.6%)	
	Contract Amount	$1,656,309.69	
	 	($592,159.99)	
	Balance on Contract	 	$1,064,149.70 	

$0.00

($1,064,149.70)

Construction Funds available at April 30, 2019	 	$413,203.09 

3. Investments - US Bank

April 30, 2019	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$1,477,352.79	$1,477,352.79	

Contracts/Retainage Payable  		$0.00 	
Balance at 4/30/2019  		$1,477,352.79 	

Amelia Walk	
Community Development District	
Series 2018A Area B Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through April 30, 2019	
Opening Balance in Construction Account	

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$37,129.39	
$0.00	
$0.00	

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Amenity Center Expansion	
Professional Fees/Contingencies	
Cost Of Issuance	

($287,956.82)	
($12,211.14)	
($139,468.57)	
($17,686.62)	
($95,776.70)	
$0.00	
($84,596.70)	
$0.00	
$0.00	
($28,231.18)	
($491,481.50)	

Adjusted Balance in Construction Account at April 30, 2019	 	$6,248,004.01 

2. Funds Available For Construction at April 30, 2019	
Book Balance of Construction Fund at April 30, 2019	

A.	Earthworks, Amelia Walk Phase 4B	
	Contract Amount	$3,939,331.16	
	 	($248,974.26)	
	Balance on Contract	 		$3,690,356.90 	

$6,248,004.01

($3,690,356.90)

Construction Funds available at April 30, 2019	 	$2,557,647.12 

3. Investments - US Bank

April 30, 2019	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$6,248,004.01	$6,248,004.01	

Contracts/Retainage Payable  		$0.00 	
Balance at 4/30/2019  		$6,248,004.01 	

B.

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Special Assessment Receipts	
Fiscal Year 2019	

$248,140.89	$120,227.73	$269,938.41	$638,307.03	
ASSESSMENTS - TAX COLLECTOR	ON ROLL ASSESSMENTS	
38.87%	18.84%	42.29%	100.00%	
DATE	DESCRIPTION	Collection Period	AMOUNT	COMMISSIONS	Net Amount	O&M Portion	DSF Portion	DSF Portion	Total	

11/5/2018	Distribution #1	6/1/18-10/31/18	$805.25	
11/20/2018	Distribution #2	11/01/18-11/15/18	$40,806.16	
11/21/2018	PROP APPRAISER	N/A	$0.00	
12/6/2018	Distribution #3	11/16/18-11/30/18	$373,951.84	
12/20/2018	Distribution #4	12/1/18-12/15/18	$204,809.94	
1/7/2019	Distribution #5	12/16/18-12/31/18	$19,585.62	
2/5/2019	Distribution #6	1/1/19-1/31/19	$11,825.88	
3/6/2019	Distribution #7	02/01/19-02/28/19	$0.00	
4/8/2019	Distribution #8	03/01/19-03/31/19	$6,033.67	

$16.11	$789.14	
$816.12	$39,990.04	
$6,047.00	($6,047.00)	
$7,479.04	$366,472.80	
$4,096.19	$200,713.75	
$391.72	$19,193.90	
$236.51	$11,589.37	
$0.00	$0.00	
$120.68	$5,912.99	

$306.78	$148.64	$333.73	$789.14	
$15,546.07	$7,532.29	$16,911.69	$39,990.04	
($2,350.76)	($1,138.98)	($2,557.26)	($6,047.00)	
$142,465.75	$69,026.65	$154,980.41	$366,472.80	
$78,027.17	$37,805.25	$84,881.33	$200,713.75	
$7,461.60	$3,615.25	$8,117.05	$19,193.90	
$4,505.35	$2,182.91	$4,901.11	$11,589.37	
$0.00	$0.00	$0.00	$0.00	
$2,298.67	$1,113.74	$2,500.59	$5,912.99	

TOTAL	$657,818.36	$19,203.37	$638,614.99	$248,260.61	$120,285.74	$270,068.65	$638,614.99

Assessed on Roll:

GROSS AMOUNT		ASSESSMENTS	ASSESSMENTS	AMOUNT	
ASSESSED	PERCENTAGE	COLLECTED	TRANSFERRED	TO BE TFR.	

Balance Remaining to Collect	($307.96)	
Gross Collected	100%	

O & M	$248,140.89	38.87%	$248,260.61	
DEBT SERVICE-12	$120,227.73	18.84%	$120,285.74	
DEBT SERVICE-16	$269,938.41	42.29%	$270,068.65	

($250,611.36)	
($120,285.74)	
($270,068.65)	

($2,350.75)
$0.00
$0.00

TOTAL	$638,307.03	100.00%	$638,614.99	($640,965.74)	($2,350.75)	

TRAN
DATE	SFERS FROM DEBT S
CHECK #	ERVICE:
AMOUNT	
11/13/2018	TXFER	$306.77	
11/20/2018	TXFER	$15,546.06	
12/6/2018	TXFER	$142,465.74	
12/20/2018	TXFER	$78,027.17	
1/7/2019	TXFER	$7,461.60	
2/5/2019	TXFER	$4,505.35	
4/8/2019	TXFER	$2,298.67	
TOTAL	$250,611.36	
Amount due:		($2,350.75)	

		

C.

Amelia Walk	
Community Development District	

Check Run Summary

May 21, 2019

Date	Check Numbers	Amount	

5/3/2019	2629	$42,237.50	

5/6/2019	2630-2641	$21,733.20	

Total	 	$63,970.70