ARBORWOOD COMMUNITY DEVELOPMENT
DISTRICT

LEE COUNTY Regular Board Meeting
MAY 23, 2023
9:00 A.M.

Special District Services, Inc.
27499 Riverview Center Boulevard, #253 Bonita Springs, FL 33134

www.arborwoodcdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT
Amenity Center Community Room Somerset at the Plantation 10401 Dartington Drive
Fort Myers, Florida, 33913 REGULAR BOARD MEETING May 23, 2023
9:00 A.M.

Call to Order
Proof of Publication…	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
April 24, 2023 Regular Board Meeting…	Page 2
Old Business
Update Regarding Road and School Impact Fee Credits
New Business
Consider Proposal for Tree Line Lighting and Repairs…	Page 5
Review Email from Lee County Commissioner Pendergrass’s Office and Meeting Scheduled for June 5th Regarding Treeline Streetlights
Consider Proposal for Lake Bank Repairs…	Page 6
Consider Approval of Individual Environmental Resource Permit…	Page 10
Consider Approval of Proposal from Woods and Wetlands to Perform Exotic Maintenance
within the Parcel C Preserves…	Page 98
Consider Resolution No. 2023-03 – Adopting a Fiscal Year 2023/2024 Proposed Budget…	Page 99
Administrative Matters
Manager’s Report
Financials…	Page 139
Attorney’s Report
Engineer Report
Field Inspectors Report
Woods and Wetlands Report
Board Members Comments
Adjourn

Public Notice
05/05/2023
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NOTICE OF CHANGE OF DATE OF REGULAR BOARD MEETING ARBORWOOD
COMMUNITY DEVELOPMENT DISTRICT The Board of Supervisors (the Board) of the Arborwood Community Development District (the District) will hold a Regular Board Meeting (the Meeting) on May 23, 2023, at 9:00 a.m. in the Amenity Center Community Room, Somerset at the Plantation, 10401 Dartington Drive, Fort Myers, Florida, 33913, instead of May 15, 2023, as previously advertised. The purpose of the Regular Board Meeting is for the Board to consider any business which may properly come before it. The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law for community development districts. The Meeting may be continued in progress without additional notice to a time, date, and location stated on the record. A copy of the agenda for the Meeting may be obtained from the District's website or by contacting the District Manager, Special District Services, at (941) 223-2475. There may be occasions when one or more Supervisors will participate by telephone. Pursuant to provisions of the Americans with Disabilities Act, any person requiring special accommodations to participate in this Meeting is asked to advise the District Office at least forty-eight (48) hours before the Meeting by contacting the District Manager at (561) 630-4922. If you are hearing or speech impaired, please contact the Florida Relay Service at 1 (800) 955-8770, who can aid you in contacting the District Office. A person who decides to appeal any decision made at the Meeting with respect to any matter considered at the Meeting is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made including the testimony and evidence upon which the appeal is to be based. Meetings may be cancelled from time to time without advertised notice. District Manager Arborwood Community Development District www.arborwoodcdd.org AD # 5686041 5/5/23

ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
APRIL 24, 2023

CALL TO ORDER

The April 24, 2023, Regular Board Meeting of the Arborwood Community Development District (the “District”) was called to order at 9:00 a.m. in the Amenity Center Community Room of the Somerset at the Plantation located at 10401 Dartington Drive, Fort Myers, Florida 33913.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Regular Board Meeting had been published in the Fort Myers News-Press on April 10, 2023, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting:

Chairman	Joan Pattison	Present	
Vice Chairman	Jeff Gordish	Present	
Supervisor	Jack Aycock	Present	
Supervisor	Donald Schrotenboer	Present	
Supervisor	Karin Hagen	Present via phone	

Staff members in attendance were:

District Manager	Michelle Krizen	Special District Services, Inc.	
General Counsel	Wes Haber (via phone)	Kutak Rock, LLC	
District Engineer	Josh Evans	JR Evans Engineering	
Field Inspector	Bohdan Hirniak		

Also present were: Michael McElligott of Special District Services, Inc. (via phone); Ryan Lorenz of JR Evans Engineering; and Bethany Brosious of Passarella & Associates.

ADDITIONS OR DELETIONS TO THE AGENDA

There were no additions or deletions to the agenda.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

Ms. Shoney asked about the monuments on the easement. Mr. Haber explained that they were not CDD property. There is a likelihood that the new owners will remove the monuments.

APPROVAL OF MINUTES
March 20, 2023, Regular Board Meeting
Page 1 of 3

The March 20, 2023, Regular Board Meeting minutes were presented for consideration.

Mr. Schrotenboer noted that the public comments were from the February meeting not the March meeting. Also, Treeline should be one word under Items G and H.

A motion was then made by Mr. Schrotenboer, seconded by Mr. Gordish and passed unanimously approving the March 20, 2023, Regular Board Meeting minutes, as amended.

OLD BUSINESS
Update on Treeline/Plantation Gardens New Developments’ Assessment Analysis

Mr. McElligott explained that the Bond Debt assessment could not be changed. The O&M portion is able to be changed with an updated methodology. The O&M was set up prior to having SDS as the District’s management company. The expenses are divided by parcels (developments) and the percentage of land area in each development is then divided by the number of homes in the parcel to determine the assessment. The commercial area receives 1 charge. Mr. Gordish provided a handout that showed the gross land area vs. the net land area (removing ponds and preserves).

A motion was made by Mr. Gordish, seconded by Mr. Aycock and passed unanimously directing the District Engineer to run numbers to find the approximate net usage of each parcel using a consistent method for all parcels. The District Engineer will provide those numbers to SDS staff. SDS staff will use the updated numbers to present the O&M with both net and gross for Board consideration.

Update Regarding Road and School Impact Fee Credits

Mr. Haber stated that there was nothing ready for board action at this time. Research was still being done. The emails to John Asher were located from 2008 along with the distribution documents. Ms. Krizen will look through the meeting minutes from 2008-009 to see if anything further is mentioned.

NEW BUSINESS
Consider Proposal for Treeline Lighting and Repairs

After a brief discussion, the Board requested additional proposals and pursuing an insurance claim.

Consider Lake Bank Repairs

A discussion ensued after which it was noted that lake maintenance was not the same as lake bank erosion. The full proposal was in the amount of $80,620. There is only $36,500 in the budget for lake bank erosion (Somerset). There is an additional $20,000 in stormwater drains. However, if that is used, the drains will not be inspected or cleaned this year. The District Engineer was directed to make the repairs to the lake bank as best as he can within the Somerset budget, using his professional judgment to determine if the erosion or drains take precedence. The lake bank erosion budget will need to be increased for next year.

A motion was made by Mr. Gordish, seconded by Ms. Haden and passed unanimously approving the proposal from Dragonfly Pond Works not to exceed the $56,500 for lake bank repairs.

ADMINISTRATIVE MATTERS
Manager’s Report
Page 2 of 3

Financials

The financials were presented and the Supervisors were given an opportunity for questions. The unbudgeted miscellaneous expense was questioned. This was a hurricane related expense.

There was a consensus of the Board to change May’s meeting from May 15, 2023, to May 23, 2023, in order to allow all the Supervisors the opportunity to be present at the meeting. This meeting will include the proposed budget.

Attorney’s Report

Mr. Haber had nothing further to report.

Engineer’s Report

Mr. Lorenz reported that the District had received approval to top the tree that had been under review. The Board asked who would pay that expense. Mr. Evans explained it was District property and the District was responsible for payment.

Field Inspector’s Report

Mr. Hirniak reported that lake flow ways were looking good and not compromised. The rainfall was slightly lower than average. He also noted that there was an alligator near the 10th hole that was coming up to the pool. Mr. Hirniak explained this was an HOA issue, not a CDD one. Mr. Hirniak also advised the resident that the dogs barking on the porch could be attracting the gator.

Woods and Wetlands Report

Annual inspections will occur in the next few months. Ms. Brosious will coordinate the tree topping/removal with the treatments.

Mr. Gordish shared that he was able to tour the mitigation area and it was a positive experience.

BOARD MEMBER COMMENTS

Mr. Aycock asked if the preserves were “no access.” This is addressed in the permitting of the preserve and typically the preserves are “no access.” Mr. Aycock brought up planiting in the preserve and while some planting is permittable, it has been advised that planting in the preserve is done by licensed professionals only.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Mr. Schrotenboer, seconded by Mr. Gordish and passed unanimously adjourning the Regular Board Meeting at 10:27 a.m.

Secretary/Assistant Secretary	Chair/Vice-Chair
Page 3 of 3

4\/F?

American lnfrasLructurc
11341 Lindbergh Blvd. Fort Myers, FL 33913
BID ITEM	QUANTITY	DESCRIPTION

PROJECT NUMBER : LeeTLAWHl
COUN I Y: Lee
LOCATION : Tree Line at Arborwood BID DATE : April 10, 2023

UNIT PRICE

TOTAL

44.00  LF Adjust Level Arm and Fixture
7.00  LF Replace Fixture
2.00  EA Replace Pole Completely
1.00 EA Replace Arm and Fixture

$580.00
$2,800.00
$11,050.00
$6,530.00

$25,520.00
$19,600.00
$22,100.00
$6,530.00

1.00  EA Replace shield		$840.00	$840.00 

NOTES:

Lighting Sub-Total
I BID TOTAL

$74,590.00
s14,s9o.oo I

I.)
2.)

The above quoted prices are good for a period of 60 days.. All work according to applicable D.O.T. Specifitations.
axes and Insurance are included.

boug Mc:Intyre
0'l/1012023

Dragonfly Pond Works
PO BOX 32637
Charlotte, NC 28232-2637
877-766-3979 Telephone
General Contractor License No: 83018

Proposal

May 12, 2023
Proposal No: 8970

Kathleen Dailey 2501 A Burns Rd
Palm Beach Gardens, FL33410 On behalf of: Arborwood CDD
Hereinafter collectively referred to as "Client" or "Owner."

Submitted To

Arborwood CDD Gladstone Way
Ft Myers, FL 33913

Project

Proposal Notes

Dragonfly will provide pond maintenance and repair services as described below. This proposal scope and price is valid for for a period of 90 days. Please note:

For jobs $25k or greater, a 20% down payment is required prior to mobilizing
Any additional repairs found during initial work and not included in this scope will be brought to your attention and can be addressed at additional cost with prior approval
Unless otherwise stated below, all Professional Engineering and survey work will be provided by others
Any damage to the curbs, sidewalks, or parking lot will be addressed separately and at additional cost with client approval; we will take care to avoid damage

12887 Epping Way

Includes labor and material to install 2 {2) 12 x 12 " catch basins and steel galvanized grate. 8" PVC pipe will be extended in to lake at approximately 43+/- from basin site. Area surrounding basin will be shaped according to plan provided by JR Evans Engineering. Existing erosion will be repaired by importing fill. Repaired area will be covered with Floratam sod.

7,400.00

Subtotal

12871 / 12875 Epping

Includes labor and material to install 1 {1) 12 x 12 " catch basins and steel galvanized grate. 8" PVC pipe will be extended in to lake at approximately 43+/- from basin site. Area surrounding basin will be shaped according to plan provided by JR Evans Engineering. Existing erosion will be repaired by importing fill. Repaired area will be covered with Floratam sod.

3,700.00

Subtotal

128907 / 12802 / 12808 Epping

Includes labor and material to install {3) 12" x 12 " catch basins and steel galvanized grate. 8" PVC pipe will be extended in to lake at approximately 43+/- from basin site. Area surrounding basin will be shaped according to plan provided by JR Evans Engineering. Existing erosion will be repaired by importing fill. Repaired area will be covered with Floratam sod.

10,300.00

Subtotal

12878 / 12884 Chadsford

Includes labor and material to install {4) 12" x 12 " catch basins and steel galvanized grate. 8" PVC pipe will be extended in to lake at approximately 43+/- from basin site. Area surrounding basin will be shaped according to plan provided by JR Evans Engineering. Existing erosion will be repaired by importing fill. Repaired area will be covered with Floratam sod.

12,500.00

Subtotal

12872 / 12874 Chadsford

Includes labor and material to install {1) 12" x 12 " catch basin and steel galvanized grate. 8" PVC pipe will be extended in to lake at approximately 43+/- from basin site. Area surrounding basin will be shaped according to plan provided by JR Evans Engineering. Existing erosion will be repaired by importing fill. Repaired area will be covered with Floratam sod.

3,700.00

Subtotal

12820 (2) - 12844 (2) Kingsmill Way

12,500.00

Subtotal

Proposal Total	50,100.00

Terms & Conditions

TERMS & CONDITIONS:

OFFER. This proposal constitutes an offer by Dragonfly Pond Works, LLC to perform the services described in the proposal {the "Work") for Client in accordance with these terms and conditions. The proposal, including these terms and conditions and all other documents incorporated by reference shall, when accepted by Client, constitute the entire agreement of the parties regarding the Work. This proposal is good for a period of 90 days from Proposal Date.
ACCESS AND AUTHORIZATION. Client shall provide Dragonfly Pond Works with all necessary access to the area{s) in which the Work is to be performed. Unless otherwise specified, Client warrants that it has obtained {or will obtain prior to performance of the Work) all necessary permits, licenses, consents and authorizations required in connection with the performance of the Work. Delays related to Client's {1) change in schedule, {2) failure to provide access to the property, and/or {3) failure to obtain required documentation may result in additional fees charged to the Client. Client shall maintain property insurance at or above the limits and coverage that are in place at the time of executing this agreement.
STRUCTURES AND UTILITIES. In the execution of the Work, Dragonfly Pond Works will take reasonable precautions to avoid damage to subterranean structures, roads, sidewalks and utilities. Any repairs to structures not specified or included on the repair scope and/or not accurately located and called out by the Client will be billed back to the Client on a time and materials basis plus a 15% fee. Any stumps, culverts, rocks or other obstacle will not be removed during project execution without a written change order signed by the Client and an authorized representative of Dragonfly Pond Works, which shall include the cost of removal and associated replacement and an extension of the project completion deadline, if applicable.
WARRANTY. Dragonfly Pond Works will perform the Work in a competent, professional manner in accordance with the customary standards of performance of the industry. Unless specifically set forth in this Agreement, Dragonfly Pond Works does not warrant or represent that the Work or any products will achieve any specific result, outcome, or performance. Client recognizes that subsurface conditions may vary from those encountered at the location where borings, surveys or explorations are made by Dragonfly Pond Works and that the data interpretations and recommendations of Dragonfly Pond Works' personnel are based solely on the information available to them. Dragonfly Pond Works is not licensed to provide professional engineering and/or surveying opinions on the appropriate scope of work necessary to achieve a particular result. Dragonfly Pond Works encourages Client to retain a licensed engineer and/or surveyor to assess Client's needs and approve of the scope of work set forth herein. If Client declines to retain a licensed engineer and/or surveyor, Client assumes that risk that the scope of work contained herein will not achieve the desired results. If equipment is supplied as part of this agreement, Client agrees that Dragonfly Pond Works will not be liable for any claims due to defective equipment or materials manufactured by third parties other than Dragonfly Pond Works.
RELATIONSHIP OF THE PARTIES. In performing the Work, Dragonfly Pond Works shall be acting in the capacity of an independent contractor to Client, and nothing herein shall be deemed to create a partnership, agency, joint venture or any other relationship between the parties.
INDEMNIFICATION. Client agrees to indemnify and hold Dragonfly Pond Works harmless from and against any and all damages, claims, delays, or costs {including court costs and attorneys' fees) associated with or arising out of the Work to the fullest extent permitted by law, except to the extent any damages, claims, delays, or costs are ruled by a Court {or, if appliable, an arbitrator with jurisdiction over Dragonfly Pond Works) to have been caused by the negligence of Dragonfly Pond Works.
FORCE MAJEURE. Neither party shall be liable to the other party for its failure or delay in performing its obligations hereunder due to any contingency beyond such party's reasonable control, including, without limitation, acts of God; fires; floods; wars; acts of war; sabotage; accidents; labor disputes or shortages; changes or interpretations of governmental laws, ordinances, rules and regulations; inability to obtain power, material, equipment or transportation; and any other similar or dissimilar contingency.
CHANGE ORDERS. Client may, upon written notice to Dragonfly Pond Works, request Dragonfly Pond Works to make changes in the scope of the Work. Dragonfly Pond Works shall thereupon use reasonable efforts to make such changes provided that if any requested changes cause an increase in the cost or time required for Dragonfly Pond Works' performance and delivery, Client shall execute an agreement, in form and substance satisfactory to Dragonfly Pond Works, providing for an equitable adjustment in the compensation payable for the Work and the time for its performance and delivery. This includes additional costs as related to unforeseen permits, fees and changes in required coverages.
NON-SOLICITATION OF EMPLOYEES. During the term of this agreement, and for a period of two {2) years thereafter, neither party shall, directly or indirectly, for such party's own benefit or for the benefit of others, solicit for hire as an employee, consultant or otherwise any of the other party's personnel who have performed services under this agreement, without the other party's express written consent.
COMPENSATION. Client shall pay Dragonfly Pond Works for the Work in the amounts and at the times and in the manner set forth in the proposal.
PAYMENT TERMS. Dragonfly Pond Works expects prompt payment for its Work. Toward that end, payment terms are as follows: the client will be billed in equal payments on the 15th day of the service month. An interest charge of 5% per month shall be applied to all balances over 30 days old. Dragonfly Pond Works and Client understand and agree that the prevailing party in a dispute, whether in a court of competent jurisdiction or in arbitration, shall be entitled to recovery of all costs, including attorney's fees, collection fees, interest and court costs and/or arbitration fees.
NOTICES. Any notice required or permitted to be given hereunder shall be deemed to have been duly given if delivered by hand or sent by registered or certified mail, return receipt requested, and addressed: if to Dragonfly Pond Works, LLC PO Box 1089, Apex NC 27502; the address shown on the front hereof, or to such other address{es) which the parties may respectively designate to one another in

accordance herewith. Notices shall be deemed to have been given on the date of mailing or hand delivery. The post office receipt showing the date of mailing shall be "prime facie" evidence thereof.
GOVERNING LAW and ARBITRATION. The agreement between the parties regarding the Work and their rights and obligation thereunder shall be governed by and construed in accordance with laws of the State of North Carolina. The parties agree that, to the fullest extent permissible under applicable law, any claims, disputes, or lawsuits arising out of or relating to this agreement or the Work shall be subject to final and binding arbitration. The arbitration shall be conducted pursuant to the Federal Arbitration Act and the North Carolina Revised Uniform Arbitration Act, using one arbitrator, applying North Carolina law, and conducting the arbitration in Raleigh, North Carolina. The parties intend to expedite the arbitration and limit discovery so as to reduce the costs of arbitration, and expressly agree to conduct the arbitration and obtain a final ruling from the arbitrator within six months of the arbitrator being appointed. The parties expressly agree that the arbitrator shall have the power, jurisdiction, and authority to award the prevailing party all costs, including attorney's fees, collection fees, interest, court costs and/or arbitration fees.

By:	Accepted:

Dragonfly Pond Works	Date	Arborwood CDD	Date To be completed by client:

Billing Email & Contact 		 Billing Phone		 Billing Address		

Date Issued: May 9, 2023

Permittee:	Premium 200 Treeline Avenue, LLC 712 SW 1st Street
Miami, FL 33130

Project:	Treeline 153 Unit MF

Application No.	220623-34919

Location:	Lee County, See Exhibit 1

Your application for an Individual Environmental Resource Permit is approved. This action is taken based on Chapter 373, Part IV, of Florida Statutes (F.S.) and the rules in Chapter 62-330, Florida Administrative Code (F.A.C.). Unless otherwise stated, this permit constitutes certification of compliance with state water quality standards under section 401 of the Clean Water Act, 33 U.S.C. 1341, and a finding of consistency with the Florida Coastal Management Program. Please read this entire agency action thoroughly and understand its contents.

This permit is subject to:

Not receiving a filed request for a Chapter 120, F.S., administrative hearing. The attached General Conditions for Environmental Resource Permits.
The attached Special Conditions. All referenced Exhibits.

All documents are available online through the District's ePermitting site at www.sfwmd.gov/ePermitting.

If you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights", we will assume that you concur with the District's action.

The District does not publish notices of action. If you wish to limit the time within which a person may request an administrative hearing regarding this action, you are encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation in the county or counties where the activity will occur. Legal requirements and instructions for publishing a notice of agency action, as well as a noticing format that can be used, are available upon request. If you publish a notice of agency action, please send a copy of the affidavit of publication provided by the newspaper to the District's West Palm Beach office for retention in this file.

If you have any questions regarding your permit or need any other information, please call us at 1-800-432-2045 or email epermits@sfwmd.gov.

Rich Batewell, III, P.E.
Section Administrator

Date Issued: May 9, 2023	Expiration Date: May 9, 2028

Project Name:	Treeline 153 Unit MF

Permittee:	Premium 200 Treeline Avenue, LLC 712 SW 1st Street
Miami, FL 33130

Operating Entity:	Premium 200 Treeline Avenue, LLC 712 SW 1st Street
Miami, FL 33130

Location:	Lee County

Permit Acres:	10.98 acres

Project Land Use:	Residential

Special Drainage District:	N/A

Water Body Classification:	CLASS III

FDEP Water Body ID:	3258C6

Conservation Easement to District:	No

Sovereign Submerged Lands:	No

Project Summary
This Environmental Resource Permit (ERP) authorizes the Construction and Operation of a stormwater management (SWM) system serving 10.98 acres of a residential development known as Treeline 153 Unit MF.
The project proposes the construction of a multi-family development including six multi-family buildings and a proposed amenity center building with associated infrastructure. Stormwater runoff from the project will be conveyed to the adjacent existing lake, which will outfall through four (4) existing control structures into the wetlands on the north and west sides of the lake and then offsite. Those four existing control structures, CS-1 thru CS-4, will be modified under a separate permitting action as a result of this project. Site plans and details are attached as exhibit No. 2.0.
Issuance of this permit constitutes certification of compliance with state water quality standards in accordance with Rule 62-330.062, F.A.C.

Site Description
The site is located west of Treeline Avenue approximately 1400 feet north of Daniels Parkway, in Fort Myers, Lee County. Refer to Exhibit No. 1.0 for a location map.

The site is composed of a portion of an existing SWM lake and open space around the lake. The site is located within Basin C for Treeline Avenue (Permit No. 36-02899-S). Wetland preserves exist west and north of the existing lake.
Permit No: 36-108630-P, Page 2 of 18

These wetlands are permitted to accept discharge from Basin C through four (4) existing control structures.

For information on wetland and other surface water (OSW) impacts, please see the Wetlands and OSWs section of this permit.

Background
The subject was originally permitted on December 16, 2004, under Permit No. 36-02899-S, Application No. 041018-5 for a project known as Treeline Avenue. Later on October 29, 2007, under Permit No. 36-06455- P, Application No. 060526-5, the subject property received authorization to construct and operate a SWM system serving 59.56 acres of a commercial development known as Treeline Office Complex. These permits have since been modified, partially constructed and certified.
Ownership, Operation, and Maintenance
Perpetual operation and maintenance entity for the works specific to this permit will be the sole responsibility of Premium 200 Treeline Avenue, LLC. Upon conveyance or division of ownership or control of the property or the system, the permittee must notify the Agency in writing within 30 days, and the new owner must request transfer of the permit.
This site accepts drainage from Treeline Avenue and Goldenwood Drive. This application will modify the existing drainage easements and proposes new easements. Prior to the commencement of construction, the permittee shall provide the recorded copy of the Perpetual Drainage and Access Easement and the Release of the Temporary Easements to the District's Environmental Resource Compliance staff. Refer to Exhibits No. 4.0 and 4.1.

Permit No: 36-108630-P, Page 3 of 18

Engineering Evaluation:

Land Use
Please refer to the Engineering Evaluation Tables for land use details.

Water Quality
The project is located within a watershed identified by the Florida Department of Environmental Protection as impaired; therefore, the design includes a site-specific pollutant loading analysis and an additional 50% water quality treatment volume above the amounts required pursuant to Section 4.2.1, ERP Applicant's Handbook (AH) Volume (Vol.) II, as reasonable assurances that the projects discharge will not cause or contribute to violations of State water quality standards. The master SWM system provides the required water quality treatment for this project.
The project includes implementation of a Turbidity and Erosion Control Plan, (Exhibit No. 2.0), as additional reasonable assurance of compliance with water quality criteria during construction.

Discharge
The proposed project is consistent with the land use and site grading assumptions from the design of the surface water management system. Therefore, the stormwater management system for this project has not been designed to limit discharge for the design event to a specified rate.

Refer to Exhibit No. 2.1 for details of the revised control structures, and to the Drainage Basin Boundary Plan, a part of the permit file, for the location of the revised control structures.

Parking Lot Design
The minimum parking lot elevations have been set at or above the calculated peak design storm flood elevation. Refer to the Surface Water Management Parameters on Exhibit No. 2.0 - page 8 for details.

Perimeter Berm
The minimum perimeter berm elevations have been set at or above the peak design storm elevation. Refer to the Surface Water Management Parameters on Exhibit No. 2.0 - page 8 for details.

Finished Floors
The minimum finished floor elevations have been set at or above the calculated peak design storm flood elevation. Refer to the Surface Water Management Parameters on Exhibit No. 2.0 - page 8 for details.

Flood Plain/Compensating Storage
According to Flood Insurance Map No.12071C0445F, the site lies in Flood Zone "X" which does not have an associated Base Flood Elevation and floodplain compensation is not required.

Certification, Operation, and Maintenance
Pursuant to Chapter 62-330.310, F.A.C., Individual Permits will not be converted from the construction phase to the operation phase until construction completion certification of the project is submitted to and accepted by the District. This includes compliance with all permit conditions, except for any long term maintenance and monitoring requirements. It is suggested that the permittee retain the services of an appropriate professional registered in the State of Florida for periodic observation of construction of the project.
For projects permitted with an operating entity that is different from the permittee, it should be noted that until the construction completion certification is accepted by the District and the permit is transferred to an acceptable operating entity pursuant to Sections 12.1 - 12.3, ERP AH Vol. I and Section 62-330.310, F.A.C., the permittee is liable for operation and maintenance in compliance with the terms and conditions of this permit.

Permit No: 36-108630-P, Page 4 of 18

In accordance with Section 373.416(2), F.S., unless revoked or abandoned, all SWM systems and works permitted under Part IV of Chapter 373, F.S., must be operated and maintained in perpetuity.

The efficiency of SWM systems, dams, impoundments, and most other project components will decrease over time without periodic maintenance. The operation and maintenance entity must perform periodic inspections to identify if there are any deficiencies in structural integrity, degradation due to insufficient maintenance, or improper operation of projects that may endanger public health, safety, or welfare, or the water resources. If deficiencies are found, the operation and maintenance entity is responsible for correcting the deficiencies in a timely manner to prevent compromises to flood protection and water quality. See Section 12.4, ERP AH Vol. I for Minimum Operation and Maintenance Standards.
Notable project components requiring routine inspection and maintenance may include but are not limited to:

Side slopes for stormwater lakes and ponds – maintain side slopes no steeper than 4:1 (horizontal:vertical) to a depth of 2.0 feet below the control elevation and nurtured or planted from 2.0 feet below to 1.0 feet above the control elevation pursuant to Section 5.4.2, ERP AH Vol. II. Conveyance pipes, conveyance structures and discharge structures – all pipes and structures must be inspected for structural integrity and be maintained clear of trash, sediment and vegetative debris.
Exfiltration trenches – all pipes and structures must be inspected for structural integrity and be maintained clear of trash, sediment and vegetative debris.
Swales – maintain the permitted cross-section and vegetative cover.
Underground storage facilities – all facilities must be inspected for structural integrity and be maintained clear of trash, sediment and vegetative debris.
Pumps – float switches should be inspected and any obstructions removed to ensure proper operation; intake and discharge pipes should be maintained clear of trash, sediment and vegetative debris; motors should be maintained to ensure proper operation.

Permit No: 36-108630-P, Page 5 of 18

Land Use

Basin	Land Type	Area (ac)	% of Total Basin	

Part of Basin C	Building Coverage	0.85	7.74	
	Impervious	3.70	33.70	
	Lake	3.34	30.42	
	Pervious	3.09	28.14	
	Total:	10.98	100%	

Permit No: 36-108630-P, Page 6 of 18

Wetlands and Other Surface Waters
The site does not contain wetlands. There is a conservation easement area located north and west of the site. The site was previously cleared and filled under Permit Nos. 36-02899-S and 36-06455-P. All wetland impacts were addressed and mitigation was provided under Permit No. 36-02899-S. The site contains previously permitted stormwater management features which include five (5) ditches totaling 0.50 acres and a 3.33-acre portion of an existing stormwater lake. A FLUCCS Map is attached as Exhibit No. 3.0.
The project will result in 0.50 acres of impacts to ditches. In accordance with Section 62-340.700 F.A.C, no compensatory mitigation is required for impacts to these ditches, as they are not jurisdictional surface waters. The impacts to these stormwater ditches are depicted in Exhibit No. 2.0.
Fish and Wildlife Issues
A protected species survey was conducted on September 8, 2022, by Owen Environmental Consulting. No wetland-dependent endangered/threatened species or species of special concern were observed onsite, and submitted information indicates that potential use of the site by such species is minimal. This permit does not relieve the applicant from complying with all applicable rules and any other agencies' requirements if, in the future, endangered/threatened species or species of special concern are discovered on the site.

Permit No: 36-108630-P, Page 7 of 18

Water Use Permit Status
The applicant has indicated that groundwater withdrawals from the Mid-Hawthorn will be used as a source for irrigation water for the project. Water Use Permit No. 36-09933-W, a noticed general permit, was issued on October 12, 2022 with a 20-year duration.

The applicant has indicated that dewatering is not required for construction of this project.

This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior to the commencement of activities which will require such authorization, including construction dewatering and irrigation.

Water and Wastewater Service
Lee County Utilities

Historical/ Archeological Resources
The District has received correspondence from the Florida Department of State, Division of Historical Resources (DHR) dated August 5, 2022, indicating that no significant archaeological or historical resources are recorded in the project area and therefore the project is unlikely to have an effect upon any such properties. The DHR requested that a condition be added to the permit regarding unexpected discoveries during ground-disturbing activities on the property. Please refer to General Condition No. 14. This permit does not release the permittee from compliance with any other agencies' requirements in the event that historical and/or archaeological resources are found on the site.

Permit No: 36-108630-P, Page 8 of 18

General Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.

All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S.

A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction.

Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), and the Florida Stormwater	Erosion	and	Sedimentation	Control	Inspector’s	Manual	(Florida	Department	of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project- specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit.

At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), “Construction Commencement Notice,” (October 1, 2013), (http:// www.flrules.org/Gateway/reference.asp?No=Ref-02505), incorporated by reference herein, indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C., and shall be submitted electronically or by mail to the Agency. However, for activities involving more than one acre of construction that also require a NPDES stormwater construction general permit, submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of commencement of construction under this chapter and, in such a case, submittal of Form 62-330.350(1) is not required.

Unless the permit is transferred under rule 62-330.340, F.A.C., or transferred to an operating entity under rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms, and conditions of the permit for the life of the project or activity.

Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable:
For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex- "Construction Completion and Inspection Certification for Activities Associated With a Private Single-
Family Dwelling Unit"[Form 62-330.310(3)]; or
For all other activities- "As-Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)].
If available, an Agency website that fulfills this certification requirement may be used in lieu of the form.

If the final operation and maintenance entity is a third party:
Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as-built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.4 of Volume I) as filed with the Florida Department of State, Division of Corporations, and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the
Permit No: 36-108630-P, Page 9 of 18

County in which the activity is located.
Within 30 days of submittal of the as-built certification, the permittee shall submit “Request for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance Entity” [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form.

The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes.

This permit does not:
Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.;
Convey to the permittee or create in the permittee any interest in real property;
Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or
Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee.

Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed.

The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit.

The permittee shall notify the Agency in writing:
Immediately if any previously submitted information is discovered to be inaccurate; and
Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase.

Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit.

If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850)245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with section 872.05, F.S. For project activities subject to prior consultation with the DHR and as an alternative to the above requirements, the permittee may follow procedures for unanticipated discoveries as set forth within a cultural resources assessment survey determined complete and sufficient by DHR and included as a specific permit condition herein.
Permit No: 36-108630-P, Page 10 of 18

Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise.

The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards.

This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource-related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts.

A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property.

Permit No: 36-108630-P, Page 11 of 18

Special Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.

The construction authorization for this permit shall expire on the date shown on page 2.

Operation and maintenance of the stormwater management system shall be the responsibility of Premium 200 Treeline Avenue, LLC. The permittee shall notify the Agency in writing within 30 days of any conveyance or division of ownership or control of the property of the system, and the new owner must request transfer of the permit in accordance with Rule 62-330.340, F.A.C.

Prior to the commencement of construction, the permittee shall provide the recorded copy of the Perpetual Drainage and Access Easement to the District's Environmental Resource Compliance staff.

Lake side slopes shall be no steeper than 4:1 (horizontal:vertical) to a depth of two feet below the control elevation. Side slopes shall be nurtured or planted from 2 feet below to 1 foot above control elevation to insure vegetative growth.

A stable, permanent and accessible elevation reference shall be established on or within one hundred
(100) feet of all permitted discharge structures no later than the submission of the certification report. The location of the elevation reference must be noted on or with the certification report.

Prior to any future construction, the permittee shall apply for and receive an Individual ERP. As part of the permit application, the applicant for that phase shall provide documentation verifying that the proposed construction is consistent with the design of the master stormwater management system, including the land use and site grading assumptions.

Prior to initiating construction activities associated with this Environmental Resource Permit (ERP), the permittee is required to hold a pre-construction meeting with field representatives, consultants, contractors, District Environmental Resource Bureau (ERB) staff, and any other local government entities as necessary. The purpose of the pre-construction meeting is to discuss construction methods, sequencing, best management practices, identify work areas, staking and roping of preserves where applicable, and to facilitate coordination and assistance amongst relevant parties. To schedule a pre- construction meeting, please contact ERB staff from the Fort Myers Service Center at (239) 338-2929 or via e-mail at: precon@sfwmd.gov. When sending a request for a pre-construction meeting, please include the application number, permit number, and contact name and phone number.

This permit does not authorize the permittee to cause any adverse impact to or “take” of state listed species and other regulated species of fish and wildlife. Compliance with state laws regulating the take of fish and wildlife is the responsibility of the owner or applicant associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions of “take” and a list of fish and wildlife species. If listed species are observed onsite, FWC staff are available to provide decision support information or assist in obtaining the appropriate FWC permits. Most marine endangered and threatened species are statutorily protected and a “take” permit cannot be issued. Requests for further information or review can be sent to: FWCConservationPlanningServices@MyFWC.com.

This permit does not eliminate the need to obtain any and all necessary easements and rights of way prior to the start of any activity approved herein. This permit does not convey to the permittee, or create for the permittee, any property right, or any interest in real property; nor does it authorize any entrance upon, or activities on, property which is not owned or controlled by the permittee; or convey any rights or privileges other than those specified in the permit and Chapter 62-330, F.A.C.

Permit No: 36-108630-P, Page 12 of 18

Prior to construction, a permit authorizing construction and improvements of the existing control structures C1-1 thru CS-4 located within the existing lake, will be required. Plans, calculations, and authorization from the Arborwood CDD must be provided with the application.

Permit No: 36-108630-P, Page 13 of 18

Project Work Schedule for Permit No. 36-108630-P

The following activities are requirements of this Permit and shall be completed in accordance with the Project Work Schedule below. Please refer to General Conditions, Special Conditions and/or Specific Conditions for more information. Any deviation from these time frames will require prior approval from the District’s Environmental Resources Bureau and may require a modification to this permit. Such requests must be made in writing and shall include: (1) reason for the change, (2) proposed start/finish and/or completion dates, and (3) progress report on the status of the project.

Condition No.	Date Added	Description (Application Number)	Due Date	Date Satisfied	
GC 4	05/09/2023	Construction Commencement Notice	Prior to Construction		

GC 6	
05/09/2023	
Submit Certification	30 Days After Construction Completion		
GC 7	05/09/2023	Submit Operation Transfer Request	Within 30 days of Certification		
SC 3	05/09/2023	Submit a copy of the perpetual drainage and access easement	Prior to Construction		
SC 6	05/09/2023	Pre-Construction Meeting	Prior to Construction		
SC 10	05/09/2023	Submit a copy of the Arborwood ERP	Prior to Construction		

GC = General Condition SC = Special Condition

Permit No: 36-108630-P, Page 14 of 18

Distribution List
Peter Maastricht, PE, Maastricht Engineering Inc

Michelle Krizen, Arborwood Community Development District Josh Evans PE, Jr Evans Engineering PA
Ryan Lorenz, J.R. Evans Engineering, PA Audubon of Florida
Div of Recreation and Park - District 4

US Army Corps of Engineers - Permit Section

Permit No: 36-108630-P, Page 15 of 18

Exhibits
The following exhibits to this permit are incorporated by reference. The exhibits can be viewed by clicking on the links below or by visiting the District's ePermitting website at http://my.sfwmd.gov/ePermitting and searching under this application number 220623-34919.

Exhibit No. 1.0 Location Map

Exhibit No. 2.0 Site Plans

Exhibit No. 2.1 Basin Map

Exhibit No. 3.0 FLUCCS Map

Exhibit No. 4.0 Easements

Exhibit No. 4.1 Draft Perpetual Drainage and Access Easement

Permit No: 36-108630-P, Page 16 of 18

NOTICE OF RIGHTS

As required by Chapter 120, Florida Statutes, the following provides notice of the opportunities which may be available for administrative hearing pursuant to Sections 120.569 and 120.57, Florida Statutes, or judicial review pursuant to Section 120.68, Florida Statutes, when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Some of the legal proceedings detailed below may not be applicable or appropriate for your situation. You may wish to consult an attorney regarding your legal rights.

RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose substantial interests are or may be affected by the South Florida Water Management District’s (District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Florida Statutes. Persons seeking a hearing on a District decision which affects or may affect their substantial interests shall file a petition for hearing in accordance with the filing instructions set forth herein within 21 days of receipt of written notice of the decision unless one of the following shorter time periods apply: (1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Florida Statutes; or (2) within 14 days of service of an Administrative Order pursuant to Section 373.119(1), Florida Statutes. "Receipt of written notice of agency decision" means receipt of written notice through mail, electronic mail, posting, or publication that the District has taken or intends to take final agency action. Any person who receives written notice of a District decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision.

If the District takes final agency action that materially differs from the noticed intended agency decision, persons who may be substantially affected shall, unless otherwise provided by law, have an additional point of entry pursuant to Rule 28-106.111, Florida Administrative Code.

Any person to whom an emergency order is directed pursuant to Section 373.119(2), Florida Statutes, shall comply therewith immediately, but on petition to the board shall be afforded a hearing as soon as possible.

A person may file a request for an extension of time for filing a petition. The District may grant the request for good cause. Requests for extension of time must be filed with the District prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and whether the District and any other parties agree to or oppose the extension. A timely request for an extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

FILING INSTRUCTIONS
A petition for administrative hearing must be filed with the Office of the District Clerk. Filings with the Office of the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not be accepted. A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the Office of the District Clerk at the District’s headquarters in West Palm Beach, Florida. The District’s normal business hours are 8:00 a.m. – 5:00 p.m., excluding weekends and District holidays. Any document received by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of 8:00 a.m. on the next regular business day.

Additional filing instructions are as follows:

Filings by mail must be addressed to the Office of the District Clerk, 3301 Gun Club Road, West Palm Beach, Florida 33406.

Rev. 1/16/20	1	Permit No: 36-108630-P, Page 17 of 18

Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition to the District's security desk does not constitute filing. It will be necessary to request that the District's security officer contact the Office of the District Clerk. An employee of the District's Clerk's office will receive and process the petition.
Filings by e-mail must be transmitted to the Office of the District Clerk at clerk@sfwmd.gov. The filing date for a document transmitted by electronic mail shall be the date the Office of the District Clerk receives the complete document.
INITIATION OF ADMINISTRATIVE HEARING
Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Rules 28-106.201 and 28-106.301, Florida Administrative Code, initiation of an administrative hearing shall be made by written petition to the District in legible form and on 8 1/2 by 11 inch white paper. All petitions shall contain:

Identification of the action being contested, including the permit number, application number, District file number or any other District identification number, if known.
The name, address, any email address, any facsimile number, and telephone number of the petitioner, petitioner’s attorney or qualified representative, if any.
An explanation of how the petitioner’s substantial interests will be affected by the agency determination.
A statement of when and how the petitioner received notice of the District’s decision.
A statement of all disputed issues of material fact. If there are none, the petition must so indicate.
A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the District’s proposed action.
A statement of the specific rules or statutes the petitioner contends require reversal or modification of the District’s proposed action.
If disputed issues of material fact exist, the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes.
A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the District to take with respect to the District’s proposed action.
MEDIATION
The procedures for pursuing mediation are set forth in Section 120.573, Florida Statutes, and Rules 28-106.111 and 28-106.401–.405, Florida Administrative Code. The District is not proposing mediation for this agency action under Section 120.573, Florida Statutes, at this time.

RIGHT TO SEEK JUDICIAL REVIEW
Pursuant to Section 120.68, Florida Statutes, and in accordance with Florida Rule of Appellate Procedure 9.110, a party who is adversely affected by final District action may seek judicial review of the District's final decision by filing a notice of appeal with the Office of the District Clerk in accordance with the filing instructions set forth herein within 30 days of rendition of the order to be reviewed, and by filing a copy of the notice with the appropriate district court of appeals via the Florida Courts E-Filing Portal.

Rev. 1/16/20	2	Permit No: 36-108630-P, Page 18 of 18

CR-885

TREELINE  AVE

UV93

TREELINE  AVE

§¨¦I-75

DANIELS PKWY

CR-885

DANIELS PKWY

TREELINE  AVE S

§¨¦I-75

CR-885

UV93

Exhibit No:1.0

Exhibit Created On: 2022-08-08

CR-885

LEE COUNTY, FL

Application

SFWMD

REGULATION DIVISION
Project Name: Treeline 153 Unit MF

0

1,400

Permit Number: 36-108630-P

2,800
Feet

Created by IT GIS Section
South Florida Water Management District

¯ Application Number: 220623-34919

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

LEGAL DESCRIPTION:
DEsCRIPTI0N 0F A PARCEL 0F LAND LYING IN sECTI0N 23, T0WNsHIP 45 s0UTH, RANGE 25 EAsT,
LEE C0UNTY, FL0RIDA (TREELINE 200 LLC)

A PARCEL 0F LAND LYING IN THE sTATE 0F FL0RIDA, C0UNTY 0F LEE, LYING IN sECTI0N 23, T0WNsHIP 45 s0UTH, RANGE 25 EAsT, BEING M0RE PARTICULARLY DEsCRIBED As F0LL0Ws:

C0MMENCING AT THE N0RTHWEsT C0RNER 0F sAID sECTI0N 23; THENCE N 88°10'10" E, AL0NG THE N0RTH LINE 0F THE N0RTHWEsT QUARTER (NW ó) 0F sAID sECTI0N 23, A DIsTANCE 0F 1000.86 FEET; THENCE s 01°49'50" E A DIsTANCE 0F 335.79 FEET T0 THE P0INT 0F BEGINNING;

THENCE s 77°12'50" E A DIsTANCE 0F 230.02'; THENCE s 13°29'05" W A DIsTANCE 0F 293.55'; THENCE WITH A CURVE TURNING T0 THE LEFT WITH AN ARC LENGTH 0F 212.84', WITH A RADIUs 0F 1262.50', WITH A DELTA ANGLE 0F 09°39'34", WITH A CH0RD BEARING 0F s 08°39'18" W, WITH A CH0RD LENGTH 0F 212.59',; THENCE s 14°33'39" W A DIsTANCE 0F 53.27'; THENCE WITH A CURVE TURNING T0 THE LEFT WITH AN ARC LENGTH 0F 319.81', WITH A RADIUs 0F 1273.50', WITH A DELTA ANGLE 0F 14°23'18", WITH A CH0RD BEARING 0F s
05°43'28" E, WITH A CH0RD LENGTH 0F 318.97',; THENCE s 12°55'07" E A DIsTANCE 0F 40.55'; THENCE WITH A CURVE TURNING T0 THE RIGHT WITH AN ARC LENGTH 0F 47.63', WITH A RADIUs 0F 35.00', WITH A DELTA ANGLE 0F 77°58'15", WITH A CH0RD BEARING 0F s 26°04'00" W, WITH A CH0RD LENGTH 0F 44.04',; THENCE s 65°03'09" W A DIsTANCE 0F 25.93'; THENCE WITH A CURVE TURNING T0 THE LEFT WITH AN ARC LENGTH 0F
195.90', WITH A RADIUs 0F 158.00', WITH A DELTA ANGLE 0F 71°02'16", WITH A CH0RD BEARING 0F s
26°00'55" W, WITH A CH0RD LENGTH 0F 183.59',; THENCE WITH A REVERsE CURVE TURNING T0 THE RIGHT WITH AN ARC LENGTH 0F 156.24', WITH A RADIUs 0F 230.00', WITH A DELTA ANGLE 0F 38°55'18", WITH A CH0RD BEARING 0F s 09°57'26" W, WITH A CH0RD LENGTH 0F 153.25',; THENCE s 29°25'05" W A DIsTANCE 0F 29.59'; THENCE s 89°26'26" W A DIsTANCE 0F 420.08'; THENCE N 33°24'44" W A DIsTANCE 0F 38.85'; THENCE WITH A CURVE TURNING T0 THE LEFT WITH AN ARC LENGTH 0F 41.71', WITH A RADIUs 0F 50.00', WITH A DELTA ANGLE 0F 47°47'37", WITH A CH0RD BEARING 0F N 23°53'49" E, WITH A CH0RD LENGTH 0F
40.51',; THENCE N 00°00'00" W A DIsTANCE 0F 236.22'; THENCE WITH A CURVE TURNING T0 THE RIGHT WITH

sITE C0NsTRUCTI0N PLANs F0R
TREELINE AVENUE
153 UNIT MULTI-FAMILY
sECTI0N 23, T0WNsHIP 45s, RANGE 25E LEE C0UNTY, FL0RIDA

DATE:
PR0-. : CAD TECH:

05 046 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

PR0 ECT AREA
75

DANIELs RD.

DANIELs

TREELINE AVE.

RD.

7370 C0LLEGE PAR.WAY, sUITE 211 F0RT MYERs, FL 33907  239 362-1605  FBPE 28825

s.W. FL. INTERNATI0NAL
AIRP0RT

AN ARC LENGTH 0F 146.68', WITH A RADIUs 0F 300.00', WITH A DELTA ANGLE 0F 28°00'50", WITH A CH0RD BEARING 0F N 14°00'25" E, WITH A CH0RD LENGTH 0F 145.22',; THENCE N 28°00'50" E A DIsTANCE 0F 161.60'; THENCE WITH A CURVE TURNING T0 THE RIGHT WITH AN ARC LENGTH 0F 68.00', WITH A RADIUs 0F 100.00', WITH A DELTA ANGLE 0F 38°57'32", WITH A CH0RD BEARING 0F N 47°29'36" E, WITH A CH0RD LENGTH 0F
66.69',; THENCE N 66°58'22" E A DIsTANCE 0F 46.99'; THENCE WITH A CURVE TURNING T0 THE LEFT WITH AN ARC LENGTH 0F 200.79', WITH A RADIUs 0F 200.00', WITH A DELTA ANGLE 0F 57°31'16", WITH A CH0RD BEARING 0F N 38°12'44" E, WITH A CH0RD LENGTH 0F 192.46',; THENCE N 09°27'06" E A DIsTANCE 0F 163.93'; THENCE WITH A CURVE TURNING T0 THE RIGHT WITH AN ARC LENGTH 0F 105.06', WITH A RADIUs 0F 1492.50', WITH A DELTA ANGLE 0F 04°01'59", WITH A CH0RD BEARING 0F N 11°28'06" E, WITH A CH0RD LENGTH 0F 105.04',; THENCE N 13°28'58" E A DIsTANCE 0F 290.74' T0 THE P0INT 0F BEGINNING;

C0NTAINING 10.98 ACREs, M0RE 0R LEss.

sUB ECT T0 EAsEMENTs, REsTRICTI0Ns, REsERVATI0Ns AND RIGHTs-0F-WAY (REC0RDED AND UNREC0RDED, WRITTEN AND UNWRITTEN)

BEARINGs ARE BAsED 0N THE N0RTH LINE 0F THE N0RTHWEsT QUARTER 0F sECTI0N 23, T0WNsHIP 45 s0UTH, RANGE 25 EAsT, As BEARING N 88°10'10" E.
UTILITY COMPANIES:

sITE DATA TABLE
sITE ADDREss:

sITE AREA:

sTRAP NUMBER:

EXIsTING Z0NING DEsIGNATI0N: FUTURE LAND UsE : DEVEL0PMENT TYPE:

L0CATI0N MAP
N.T.s	N

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRIC.ELL AVE., sTE. 640
MIAMI, FL 33131

TREELINE AVENUE FT. MYERs, FL 33913

478,378 s.F. (10.982 AC.)

23-45-25-00-00001.0000

CPD (C0MMERCIAL PLANNED DEVEL0PMENT) GENERAL INTERCHANGE
REsIDENTIAL

ELECTRIC:
FL0RIDA P0WER LIGHT C0MPANY
4840 BALLARD R0AD
F0RT MYERs, FL 33905-4300
(239) 332-9137

WAsTEWATER:
LEE C0UNTY UTILITIEs 1500 M0NR0E sTREET F0RT MYERs, FL 33901
(239) 533-8181

P0TABLE WATER:

CABLE:
C0MCAsT CABLE
12641 C0RP0RATE LAKEs DR.
F0RT MYERs, FL 33913
(239) 432-9277

NATURAL GAs:
TEC0 PE0PLE GAs
5901 ENTERPRIsE PARKWAY F0RT MYERs, FL 33905
(239) 690-5507
ATTN. GE0RGE R0sANDE

TELEPH0NE:

REFUsE (s0LID WAsTE): WAsTE PR0
13110 RICKENBACKER PKWY FT. MYERs, FL 33913
(239) 337-0800

FIRE DIsTRICT L0CATI0N s0UTH TRAIL FIRE

BUILDING UsE:

MAXIMUM BUILDING HEIGHT: FEMA FL00D Z0NE: FLUCCs C0DE:

s0ILs:

INDEX OF SHEETS

MULTI-FAMILY 75 FEET

REVIsI0N DEsCRIPTI0N

X

(1920) INACTIVE LANDs WITH sTREET PATTERN (5300) REsERV0IRs

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER TAH PER SFWMD LETTER
JCU REVISED PER SFWMD COMMENTS
JCU REVISED PER LEE COUNTY COMMENTS

(13) B0CA FINE sAND

JCU REVISED PER SFWMD COMMENTS

(99)  WATER
(102) B0CA FINE sAND - URBAN LAND C0MPLEX

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 01 Cover.dwg Friday, March 10, 2023 1:56:44 PM

LEE C0UNTY UTILITIEs 1500 M0NR0E sTREET F0RT MYERs, FL 33901
(239) 533-8181

CENTURYLINK TELEPH0NE 8441 LITTLET0N R0AD N0RTH FT. MYERs, FL 33903
(239) 336-2031 ATTN. ERRY sMITH

SITE PERMIT REQUIREMENTS

0-H                                        0-H
0-H                                        0-H
0-H                                        0-H

0-H

C0VER sHEET
GENERAL N0TEs

BY

AERIAL  EX. C0NDITI0Ns PLAN
ER0sI0N C0NTR0L PLAN

01/06/23

DATE
12/03/21
02/24/22
05/06/22
06/10/22
09/21/22
10/12/22

MAsTER sITE DIMENsI0N PLAN
sITE DIMENsI0N AND MARKING PLAN (s0UTH)

AGENCY	STATUS	NOTES

LEE COUNTY DEVELOPMENT ORDER

LEE COUNTY PORT AUTHORITY (TALL STRUCTURES)

LEE COUNTY UTILITY

S.F.W.M.D. ENVIRONMENTAL RESOURCE MOD.

S.F.W.M.D. WATER USE

S.F.W.M.D. DEWATERING

F.D.E. P. PERMIT

PENDING

N/A

PENDING PENDING PENDING
N/A

N/A

DOS2021-00093 IMPROVEMENTS AS PROPOSED DO NOT
REQUIRE A TALL STRUCTURES PERMIT. (SEE
SHEET 2 GENERAL CONSTRUCTION NOTES #25 (TBD)

PERMIT #36-06455-P-02 PERMIT # APP. # (TBD)
DEWATERING - GENERAL PERMIT BY RULE

0PEN sPACE CALCULATI0Ns:
( PER C0NDITI0N 13 0F Z-19-021)
10.98 ACREs X 10  1.10 ACREs
0PEN sPACE REQUIRED: 1.10 AC.

N

BUILDING sETBACKs

VICINITY MAP
sCALE: 1"  100' (24 [ 36)
1"  200' (11 [ 17)

REQ'D	PR0V'D

LAND USE TABLE

12a.
12E.

sITE DIMENsI0N AND MARKING PLAN (N0RTH) MAsTER GRADING, PAVING DRAINAGE PLAN GRADING, PAVING DRAINAGE PLAN (s0UTH) GRADING, PAVING  DRAINAGE PLAN (N0RTH)

TREELINE AVE. 153 UNIT MULTI FAMILY
TREELINE AVENUE FT. MYERS FL 33913

CR0ss sECTI0Ns CR0ss sECTI0Ns LAKE CR0ss sECTI0Ns LAKE CR0ss sECTI0Ns
GRADING, PAVING  DRAINAGE DETAILs

F.D.O.H. PERMIT

N/A

0PEN sPACE PR0VIDED: 6.43 AC.

N0RTH (sIDE - PREsERVE):

25'

25.00'

13a.

DRAINAGE EAsEMENT EXHIBIT

ARBORWOOD VILLAGE CPD CUMULATIVE DEVELOPMENT

57
6.500

56
6.900

58
9.500

59
8.200

85
7.700

WEsT (REAR - WATERB0DY):

25'
25'

27.28'

TOTALS

SITE S.F.  ACRES	 
478,378	10.982	100.0

MAsTER UTILITY PLAN

TRACT

STRAP #

PROJECT

BUILDING S.F.

TYPE

CASE #

STATUS

55
6.800

60
7.300

EAsT (FR0NT - TREELINE):
EAsT (FR0NT - G0LDENW00D):

20'

110.04'
152.15'

BUILDINGS	37,130

0.852	7.76

UTILITY PLAN (N0RTH)

1	23-45-25-00-00001.0000
2	23-45-25-06-00000.0090

TREELINE AVE. 153 UNIT MF

37,130

MF ESS

DOS2021-00093

SUBJECT D.O.

54
6.200

53
4.200

61
8.700

62
7.500

s0UTH (sIDE):

10'

25.00'

PAR.ING GARAGE  RAMP	40,387	0.934	8.44

UTILITY PLAN (s0UTH)

OP1 OP2/3 OP4 OP5 OP6
OP7

23-45-25-08-00000.0020
23-45-25-08-00000.0030
23-45-25-06-00000.0050
23-45-25-06-00000.0060
23-45-25-06-00000.0070
23-45-20-06-00000.0080

RACETRAC PETROLEUM, INC.
FIFTH THIRD BAN. WACHOVIA BAN.

4,882

4,180

4,039

RET RET/OFF OFF RET/OFF OFF
RET/OFF

CONSTRUCTED
CONSTRUCTED CONSTRUCTED

49
5.900

48

50
5.900

52
6.900

51
5.500

66
5.400

67

65
5.800

63
8.400

64
7.900

82
8.200

81
8.000

14.200

21.338

PARKING CALCULATI0Ns
PER LEE C0UNTY LAND DEVEL0PMENT C0DE sECTI0N 34-2020(E)

SIDEWAL. / CONCRETE
PAVEMENT IMPERVIOUS LA.E AREA

40,698	0.934	8.51
79,912	1.835	16.71
198,127	4.548	41.42
145,446	3.339	30.40

PLAN  PR0FILE (sTATI0N 0+00 - 11+50.00)
PLAN PR0FILE (LIFT sTATI0N F0RCE MAN) UTILITY DETAILs (WATER)

Digitally signed by Peter M Maastricht P.E. 58680
DN: cn=Peter M Maastricht P.E.

ANCHOR 23-45-25-06-00000.0010

RET

APPROVED INTENSITY PER PLANNED DEVELOPMENT

46
7.900
45

47
9.700

6.900

69
4.700
70

68
5.100

4.900

16.900

87

88
18.000

24

23
21.146

MULTIPLE-FAMILY:
2 sPACEs PER UNIT + 10 0F REQUIRED F0R GUEsT PARKING

GREEN SPACE
PERVIOUS

134,805	3.095	28.18
280,251	6.434	58.58

UTILITY DETAILs (WATER)
UTILITY DETAILs (sEWER)

58680, o=This item has been electronically signed and sealed by Peter M Maastricht P.E. using a SHA-1 authentication code. Printed copies

153
10,000
12,000
60,000
130,000
120

UNITS
S.F.
S.F.
S.F.
S.F. UNITS

TRACT 1 MULTI-FAMILY (MF)
TRACT 2 ESSENTIAL SERVICES (ESS) OUT-PARCELS 1-7 RETAIL (RET) OUT-PARCELS 1-7 OFFICE (OFF) ANCHOR PARCEL RETAIL (RET) ANCHOR PARCEL HOTEL (HOT)

44

COVER

SHEET

6.500

6.300

72
4.900

71
4.400

4.600

79
4.800

78

89

91
8.200

92

153 UNITs [ 2 sPACEs 306 sPACEs
306 sPACEs [ 10  30.6 sPACEs
306 + 31  337 sPACEs REQUIRED

AMENITY:

Z0NING
sITE: N0RTH:

(CPD)
(CPD)

FLU
GENERAL INTERCHANGE TRADEP0RT

LAND UsE
PR0 ECT sITE C0MMERCIAL

UTILITY DETAILs (LIFT sTATI0N)
UTILITY DETAILs (LIFT sTATI0N)
UTILITY DETAILs (LIFT sTATI0N) UTILITY DETAILs (LIFT sTATI0N)

of this document are not considere signed and sealed and the SHA-1 authentication code must be verified on any electronic copies., ou=Engineering, email=petem@maastricht-eng.com,

CURRENTLY DEVELOPED / APPROVED / PENDING

4.800
77
4.300

76

5.700
93
5.400

94

20  27

26
20.994

3.5 sPACEs PER 1,000 s.F. 0F T0TAL FL00R AREA
3,837 s.F. 1,000 s.F. [ 3.5  13.4 sPACEs

EAsT:
s0UTH:

(CPD)
(CPD)

GENERAL INTERCHANGE GENERAL INTERCHANGE

C0MMERCIAL C0MMERCIAL

UTILITY DETAILs (LIFT sTATI0N)

c=US
Date: 2023.03.10 14:18:27 -05'00'
Adobe Acrobat version:

153
0
4,882
8,129

UNITS
S.F.
S.F.
S.F.

TRACT 1 MULTI-FAMILY (MF)
TRACT 2 ESSENTIAL SERVICES (ESS) OUT-PARCELS 1-7 RETAIL (RET) OUT-PARCELS 1-7 OFFICE (OFF)

4.200
75
4.800

74
6.700

97
16.100

5.400
95
7.500

96
10.100

18
21.374

20.844
19
20.174

29
22.104

21.309

T0TAL  14 sPACEs REQUIRED

T0TALING sPACEs REQUIRED 351 sPACEs

WEsT:

(AG-2)

GENERAL INTERCHANGE

C0MMERCIAL

2022.003.20322

0	S.F.  ANCHOR PARCEL RETAIL (RET)
0  UNITS ANCHOR PARCEL HOTEL (HOT) BALANCE

sPACEs PR0VIDED (GR0UND FL00R)  234 sPACEs
sPACEs PR0VIDED (PARKING GARAGE 2nd LEVEL) 117 sPACEs (INCLUDING 8 H C sPACEs)

LANDsCAPE BUFFERs

REQ'D	PR0V'D

TYPE

Z0NE

0
10,000
7,118
51,781
130,000
120

UNITS S.F.
S.F.
S.F.
S.F. UNITS

TRACT 1 MULTI-FAMILY (MF)
TRACT 2 ESSENTIAL SERVICES (ESS) OUT-PARCELS 1-7 RETAIL (RET) OUT-PARCELS 1-7 OFFICE (OFF) ANCHOR PARCEL RETAIL (RET) ANCHOR PARCEL HOTEL (HOT)

sCALE: N.T.s.

N
I N     .

T0TALING sPACEs PR0VIDED 351 sPACEs

N0RTH (sIDE):
WEsT (REAR - WATERB0DY): EAsT (FR0NT - TREELINE): EAsT (FR0NT - G0LDENW00D):
s0UTH (sIDE):

N A
N A 20'
20'
N A

0'
0'
20'
20'
0'

N A
N A C C
N A

CPD
CPD
R W
R W CPD

 7 7   : .QRZ ZKDW V EHORZ 
	 DOO EHIRUH \RX GLJ 
sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

SHEET

1 0F 26

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 02 Notes.dwg Friday, March 10, 2023 12:02:31 PM

GENERAL CONSTRUCTION NOTES:	LEGEND
REFER T0 C0NTRACT D0CUMENTs AND TECHNICAL sPECIFICATI0Ns F0R	4.  REL0CATI0N 0R REM0VAL 0F EXIsTING LANDsCAPE MATERIAL sHALL BE	16.  UTILITY C0NTRACT0R sHALL BE REsP0NsIBLE F0R ALL C0sTs Ass0CIATED WITH PR0VIDING
ADDITI0NAL INF0RMATI0N, C0NTRACT0R's REsP0NsIBILITIEs AND DETAILs.	C00RDINATED WITH THE 0WNER AND 0R LANDsCAPE ARCHITECT.	UNDERGR0UND PH0NE AND ELECTRIC sERVICE T0 BUILDING(s).	PR0 ECT B0UNDARY LIMITs 0F
THE C0NTRACT0R sHALL BE REQUIRED T0 MEET ALL "MAINTENANCE 0F	5.  THE C0NTRACT0R, AT HIs 0WN EXPENsE AND IN C0NF0RMANCE WITH ANY APPLICABLE	17.  THE C0NTRACT0R Is REsP0NsIBLE F0R N0TIFYING LCU A MINIMUM 0F 48 H0URs PRI0R T0	C0NsTRUCTI0N
TRAFFIC" REQUIREMENTs As PREsCRIBED IN THE CURRENT FD0T	G0VERNMENTAL REGULATI0N, sHALL DURING THE C0URsE 0F AND AFTER	ANY sHUTD0WN, TIE-IN 0R PREssURE TEsTs 0N THE WATER, IRRIGATI0N 0R sEWER MAIN.
  EX WM   EX WM   EX WM   	EXIsTING WATER MAIN 0R WATER
"sTANDARD sPECIFICATI0Ns F0R R0AD AND BRIDGE C0NsTRUCTI0N",	C0MPLETI0N 0F C0NsTRUCTI0N, REM0VE FR0M THE 0B sITE AND DIsP0sE 0F, IN AN	ALs0, THE C0NTRACT0R WILL DIsTRIBUTE ANY INTERRUPTI0N 0F sERVICE N0TICEs T0 ALL	sERVICE
F.H.W.A. MANUAL 0N UNIF0RM TRAFFIC C0NTR0L DEVICEs, PART VI,	AUTH0RIZED GARBAGE 0R RUBBIsH DIsP0sAL sITE, ALL RUBBIsH, sCRAP, AND DEBRIs	AFFECTED PARTIEs AND LCU WILL DIsTRIBUTE ALL B0IL WATER N0TICEs AND REsCIssI0N	   	EXIsTING sEWER MAIN 0R sEWER
CURRENT EDITI0N, AND ALL APPLICABLE sECTI0Ns 0F THE R0AD AND	ACCUMULATED IN C0NNECTI0N WITH HIs W0RK AND sHALL DELIVER THE W0RK IN A	N0TICEs.	EX sAN  EX sAN  EX sAN
TRAFFIC DEsIGN sTANDARDs, FL0RIDA DEPARTMENT 0F	NEAT AND W0RKMANLIKE MANNER.	18.  THE C0NTRACT0R Is PR0HIBITED FR0M TURNING 0FF ANY EXIsTING MAIN LINE VALVEs. THEsE	sERVICE
TRANsP0RTATI0N, CURRENT EDITI0N.	6.  DURING UsE 0F sTREETs AND HIGHWAYs F0R W0RK T0 BE D0NE UNDER THIs	WILL BE TURNED 0FF BY A REPREsENTATIVE 0F LCU AT THE C0NTRACT0Rs ARRANGED TIME	  EX IRR   EX IRR   EX IRR   	EXIsTING IRRIGATI0N MAIN
THE C0NTRACT0R sHALL BE REsP0NsIBLE F0R N0TIFYING ALL UTILITIEs	C0NTRACT, DETERMINE AND C0NF0RM T0 ALL sTATE, C0UNTY, AND L0CAL LAWs AND	AND DATE.	WM	WM	WM	WM	PR0P0sED WATER MAIN
IN THE AREA 0F C0NsTRUCTI0N PRI0R T0 BEGINNING C0NsTRUCTI0N. IT	REGULATI0Ns. THE C0NTRACT0R sHALL PR0VIDE, ERECT, AND MAINTAIN EFFECTIVE	19. BACKFL0W PREVENTI0N DEVICEs sHALL BE TEsTED BY A CERTIFIED CR0ss C0NNECTI0N	PR0P0sED FIRE LINE
WILL BE THE C0NTRACT0R's REsP0NsIBILITY T0 C00RDINATE ANY	BARRICADEs, WARNING sIGNALs AND sIGNs 0N ALL AFFECTED sTREETs 0R HIGHWAYs	C0NTR0L TECHNICIAN IN THE PREsENCE 0F A LCU REPREsENTATIVE.	FL   FL   FL   FL
UTILITY REL0CATI0N WITH THE APPLICABLE UTILITY C0MPANY. N0	F0R PR0TECTI0N 0F C0MPLETED W0RK AND T0 ENsURE THE sAFETY 0F THE PUBLIC.	PR0P0sED F0RCE MAIN
FM	FM	FM	FM
C0MPENsATI0N 0R TIME EXTENsI0N WILL BE IssUED T0 THE	ALL BARRICADEs 0R 0BsTRUCTI0Ns WHICH ENCR0ACH 0N, 0R ARE AD ACENT T0,
C0NTRACT0R F0R DELAYs CAUsED BY UTILITIEs.	PUBLIC RIGHTs-0F-WAYs sHALL BE PR0VIDED WITH LIGHTs WHICH sHALL BE KEPT	LCU STANDARD PLAN NOTES:	(UPDATED 08-04-22)	Ws	Ws	Ws	PR0P0sED WATER sERVICE G.V.
THE C0NTRACT0R sHALL C0MPLY WITH CURRENT FL0RIDA DEPARTMENT	ILLUMINATED AT ALL TIMEs BETWEEN sUNsET AND sUNRIsE. THE C0NTRACT0R sHALL
0F TRANsP0RTATI0N (FD0T) sPECIFICATI0Ns. sPECIFICALLY IN	BE REsP0NsIBLE F0R ALL DAMAGE REsULTING FR0M ANY NEGLECT 0R FAILURE T0	sAN	sAN	sAN	PR0P0sED 6" sEWER LATERAL
ACC0RDANCE WITH THE CURRENT EDITI0Ns 0F THE "sPECIFICATI0Ns F0R		 MEET THEsE REQUIREMENTs.	 ALL WOR SHALL ONFORM TO LATEST RE ISION OF THE L U CESIGN MANUAL WHI H IS A AILABLE ON	 W CLEAN-0UT R0AD BRIDGE C0NsTRUCTI0N" AND THE "R0AD AND TRAFFIC DEsIGN	7. THE C0NTRACT0R sHALL ARRANGE W0RK T0 MINIMIZE AM0UNT 0F DIsTURBANCE T0		OUR WEBͲPAGE IA THE FOLLOWING LIN ͗ HTTPS͗ WWW LEEGO OM UTILITIES CESIGNͲMANUAL	TRANsF0RMER PAD sTANDARDs", UNLEss 0THERWIsE N0TED.		N0RMAL PEDEsTRIAN AND VEHICULAR TRAFFIC AND PR0VIDE ADEQUATE MEANs 0F
C0NTRACT0R sHALL VERIFY ALL BUILDING DIMENsI0Ns WITH THE	ACCEss T0 ALL PUBLIC AND PRIVATE PR0PERTIEs DURING C0NsTRUCTI0N. IF	  THE ONTRA TOR SHALL OMPLY WITH ALL REGULATORY ANC PERMITTING AGEN IES RE UIREMENTS	(BY 0THERs)
ARCHITECTURAL PLANs PRI0R T0 C0NsTRUCTI0N. ANY DIsCREPANCY N0T	C0NsTRUCTI0N W0RK sH0ULD REQUIRE REPAIRs, CHANGEs, 0R M0DIFICATI0Ns 0F
CALLED T0 THE ENGINEER's ATTENTI0N PRI0R T0 THE ACC0MPLIsHMENT	0THER UTILITIEs, THE C0NTRACT0R sHALL PR0VIDE F0R MAINTENANCE 0F	 ANY UANTITIES SHOWN ON PLANS ARE NOT ERIFIEC BY L U	BERM DETENTI0N
0F THE W0RK sHALL BE C0RRECTED BY AND AT THE C0NTRACT0R's	C0NTINU0Us WATER, ELECTRIC, TELEPH0NE, GAs, sEWAGE, AND 0THER UTILITY	AREAs
EXPENsE.	sERVICEs T0 ALL C0NNECTED CUsT0MERs 0F sUCH UTILITIEs UNLEss APPR0VAL IN
THERE ARE N0 KN0WN WELLs L0CATED 0N THIs 0B sITE IN ADDITI0N	WRITING Is 0BTAINED FR0M UTILITY C0MPANY 0R 0WNER F0R INTERRUPTI0N 0F sUCH	 ALL ONSTRU TION PERFORMEC MUST BE CONE BY A ONTRA TOR PROPERLY LI ENSEC IN THE STATE	R0CK B0ULDER RIP-RAP 0VER
T0 THE WELL sH0WN 0N THE sITE PLAN. IF ANY 0THER WELLs ARE	sERVICEs.	OF FLORICA	FILTER FABRIC
L0CATED DURING C0NsTRUCTI0N THE C0NTRACT0R Is REsP0NsIBLE	8. C0NTRACT0R sHALL CLEAN 0R REPAIR ANY EXIsTING INLETs s.D. PIPEs. WITHIN sITE
F0R N0TIFYING THE ENGINEER.	THAT WHERE DAMAGED 0R DIsTURBED DURING C0NsTRUCTI0N.	 A PREͲ ONSTRU TION MEETING IS RE UIREC BEFORE WOR MAY BEGIN RE UIREC ATTENCEES	PR0P0sED AsPHALT PAVEMENT
ALL PRACTICABLE AND NECEssARY EFF0RTs sHALL BE TAKEN DURING	9.  EXIsTING AREA LIGHTING REM0VAL AND 0R REL0CATI0N sHALL BE C00RDINATED W	IN LUCE BUT ARE NOT LIMITEC TO͖ THE ENGINEER OF RE ORC OR HIS CESIGNEE THE UNCERGROUNC	AREAs
C0NsTRUCTI0N T0 C0NTR0L AND PREVENT ER0sI0N AND TRANsP0RT 0F	0WNER AND APPR0VED sITE LIGHTING PLAN. UNDERGR0UND ELECTRIC AND	 ONTRA TOR ANC THE L U INSPE TOR ASSIGNEC TO THE PRO E T L U IS TO BE NOTIFIEC A MINIMUM
sEDIMENT T0 sURFACE DRAINs, sWALEs AND 0UTFALLs. (REFER T0 ER0sI0N	TRANsF0RMER REL0CATI0N sHALL BE C00RDINATED W 0WNER AND L.C.E.C. 0R FPL.	OF TWO ) WOR ING CAYS PRIOR TO THE PREͲ ONSTRU TION MEETING 
C0NTR0L PLAN).	10. EXIsTING LANDsCAPING T0 BE REM0VED AND 0R REL0CATED sHALL BE C00RDINATED	PR0P0sED BUILDING
WHERE THE NEW PAVEMENT Is DIsC0NTINUED IT sHALL BE FLUsH WITH	WITH 0WNER AND 0R 0WNER REPREsENTATIVE. sEE LANDsCAPE PLAN (PR0VIDED BY	 ONE OPY OF THE L U APPRO EC STAMPEC ONSTRU TION PLANS MUST BE MAINTAINEC BY THE
0R HAVE A sM00TH TRANsITI0N WITH AD ACENT PAVEMENT.	0THERs).	 ONTRA TOR AT THE SITE AT ALL TIMES 
ALL INVERT ELEVATI0Ns N0TED F0R DRAINAGE sTRUCTUREs ARE	11. sURR0UNDING FACILITIEs sHALL sTAY 0PERATI0NAL AT ALL TIMEs 0F C0NsTRUCTI0N.
FL0W LINE ELEVATI0Ns.	  ANY ANC ALL WOR ANC MATERIALS INSTALLEC BY THE ONTRA TOR THAT ARE INTENCEC FOR	EXIsT. sT0RM DRAIN  INLET
ALL ELEVATIONS, PROPOSED AND EXISTING, REFERENCE THE NATIONAL GEODETIC	MISCELLANEOUS NOTES:	OWNERSHIP ANC MAINTENAN E BY L U WHI H CO NOT ONFORM TO L U SPE IFI ATIONS ANC
VERTICAL DATUM (N.G.V.D.) 1929.	WHI H CO NOT HA E PRIOR L U WRITTEN APPRO AL ARE SUB E T TO REMO AL ANC REPLA EMENT	s-25	INLET sTRUCTURE I.D. (sEE sTRUCTURE TABLE)
AT THE C0NTRACT0R's EXPENsE, ALL FRAMEs, C0VERs, VALVE B0XEs, METER	1.  THE sIZEs AND L0CATI0Ns 0F THE UNDERGR0UND PREssURE MAINs, sT0RM DRAINs, GRAVITY	AT THE ONTRA TOR S EXPENSE 
B0XEs AND MANH0LEs sHALL BE AD UsTED T0 FINIsHED GRADE UP0N	MAINs, ELECTRIC C0NDUITs, sLEEVEs, TRANsF0RMERs, ENCL0sUREs, LIGHT P0LEs AND	  ANY WOR PERFORMEC ON INFRASTRU TURE INTENCEC FOR OWNERSHIP ANC MAINTENAN E BY L U	PR0P. sT0RM DRAIN  INLET
C0MPLETI0N 0F PAVING 0R RELATED C0NsTRUCTI0N.	0THER APPURTENANCEs ARE BAsED UP0N THE BEsT INF0RMATI0N 0BTAINED BY THE	WITHOUT THE NOWLECGE OF L U IS SUB E T TO REͲEX A ATION REMO AL ANC REPLA EMENT OF
ANY sURPLUs MATERIAL WILL REMAIN THE PR0PERTY 0F THE 0WNER;	ENGINEER AT THE TIME 0F DEsIGN. THE C0NTRACT0R sHALL VERIFY ACTUAL L0CATI0N, sIZE	SAME TO BE CONE AT THE ONTRA TOR S EXPENSE	6.50	PR0P0sED C0NT0UR ELEVATI0N
AND THE C0NTRACT0R, AT HIs EXPENsE sHALL sT0CKPILE THE sURPLUs MATERIAL	AND DEPTH 0F ALL UTILITIEs DEsCRIBED AB0VE PRI0R T0 INsTALLATI0N 0F THEIR FACILITIEs.
As DIRECTED BY 0WNER.	2.   FINAL ALIGNMENTs, MATERIALs, C0L0Rs, FINIsHEs, F0R PEDEsTRIAN HARDsCAPE AREAs MAY	 L U INSPE TION STAFF IS TO BE PRESENT FOR ALL HOT TAPS PRESSURE TESTS LIFT STATION STARTͲUPS	[	EXIsTING ELEVATI0N (N.G.V.D) 1929
THE LIMITs 0F C0NsTRUCTI0N sHALL MATCH THE LIMITs 0F CLEARING  GRUBBING	BE AD UsTED 0N sITE BY 0WNER 0R 0WNER REPREsENTATIVE.	ANC FOR ANY OTHER NE ESSARY INSPE TION THE ONTRA TOR IS TO PRO ICE A MINIMUM OF TWO	17.20	DEsIGN ELEVATI0Ns (N.G.V.D.) 1929
UNLEss 0THERWIsE N0TED 0N PLANs.	 ) WOR ING CAYS NOTI E PRIOR TO S HECULING ANY OF THE ABO E WITH THE EX EPTION OF THE
ALL UTILITY W0RKMANsHIP AND MATERIALs F0R THIs PR0 ECT sHALL BE IN sTRICT	GENERAL UTILIT< NOTES:	LIFT STATION STARTͲUP WHI H RE UIRES A MINIMUM OF TWOͲWEE S NOTI E	DRAINAGE FL0W ARR0W
ACC0RDANCE WITH THE sPECIFICATI0Ns AND sTANDARDs 0F THE DEPARTMENT 0F	1.  ALL WATER, sEWER AND IRRIGATI0N C0NsTRUCTI0N sHALL C0NF0RM T0 THE LEE C0UNTY
ENVIR0NMENTAL PR0TECTI0N (DEP), THE sTATE 0F FL0RIDA DEPARTMENT 0F	UTILITIEs sTANDARDs AND THE s0UTHERN sTANDARD PLUMBING C0DE.	  THE ONTRA TOR IS TO UN O ER ALL EXISTING L U UTILITY INFRASTRU TURE TO ERIFY HORI ONTAL
HEALTH AND REHABILITATIVE sERVICEs (HRs).	LO ATION ERTI AL LO ATION PIPE CIAMETER ANC PIPE MATERIAL PRIOR TO S HECULING THE
IT Is THE C0NTRACT0R's REsP0NsIBILITY T0 L0CATE AND VERIFY THE sIZE, DEPTH	2.  WATER AND IRRIGATI0N PIPE sMALLER THAN 2" sHALL BE P0LYVINYL CHL0RIDE, (PVC) AND sHALL	 ONNE TION WITH L U 
AND L0CATI0N 0F ALL UTILITIEs IN THE FIELD WITHIN THE PR0 ECT LIMITs PRI0R T0	C0NF0RM T0 AsTM D-1785, CLAss 1120 0R 1220, sCHEDULE 80 PVC. WATER AND IRRIGATI0N PIPE
C0NsTRUCTI0N. ANY UTILITIEs THAT ARE DIsTURBED 0R DAMAGED BY THE	 2" BUT LEss THAN 4" IN DIAMETER sHALL BE PVC CLAss 200, DR-21 C0NF0RMING T0 AsTM 2241	  LO ATIONS ELE ATIONS ANC CIMENSIONS OF EXISTING UTILITIES STRU TURES ANC OTHER FEATURES C0NTRACT0R sHALL BE IMMEDIATELY REPAIRED 0R REPLACED AT THE C0NTRACT0R's	 WITH RING-TYPE 0INTs. WATER AND IRRIGATI0N PIPE 4" INCHEs, UP T0 AND INCLUDING 12"		 ARE SHOWN A ORCING TO THE BEST INFORMATION A AILABLE AT THE TIME OF PREPARATION OF EXPENsE. ANY DIsCREPANCY N0T CALLED T0 THE ENGINEER's ATTENTI0N PRI0R T0	 INCHEs IN DIAMETER sHALL BE AWWA C-900, CLAss 150, DR-18. UNLEss 0THERWIsE N0TED 0N		 THESE PLANS BUT CO NOT PURPORT TO BE ABSOLUTELY ORRE T L U WILL NOT GUARANTEE ANY THE ACC0MPLIsHMENT 0F THE W0RK sHALL BE C0RRECTED AT THE C0NTRACT0R's	PLANs. ANY WATER AND IRRIGATI0N PIPE UNDER PAVEMENT sHALL BE DUCTILE IR0N PIPE (D.I.P.)		LO ATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTEC FROM THESE PLANS 
EXPENsE. THE ENGINEER AND 0R 0WNER WILL N0T GUARANTEE ANY L0CATI0Ns As	PREssURE CLAss 250 WITH A CEMENT M0RTAR LINING, C0NF0RMING T0 ANsI AWWA A21.51 C151.		THE ONTRA TOR SHALL PRO ICE A MINIMUM OF AT LEAST TWO ) WOR ING CAYS NOTI E TO
sH0WN 0N THEsE PLANs 0R TH0sE 0MITTED FR0M THE sAME.	ALL MAINs sHALL HAVE 36" MINIMUM C0VER FR0M FINIsHED GRADE.	THE INCI ICUAL UTILITY OMPANIES PRIOR TO ONSTRU TION 
ALL DIsTURBED AREAs WITHIN PR0 ECT sITE sHALL BE REGRADED T0 MATCH	3.  THE C0NTRACT0R sHALL UTILIZE REsTRAINED 0INTs F0R THE INsTALLATI0N 0F WATER, F0RCE
EXIsTING GRADEs AND REsT0RED T0 PRE-C0NsTRUCTI0N C0NDITI0Ns.	MAIN AND IRRIGATI0N PIPING.	  THE ONTRA TOR SHALL ONTA T THE ENGINEER OF RE ORC ANC L U IMMECIATELY TO REPORT ANY
C0NCRETE sIDEWALK: UsE CLAss I, 3000 PsI (MINIMUM) C0NCRETE. APPLY A BR00M	4.  GRAVITY sEWER PIPE 4" IN DIAMETER AND GREATER sHALL BE PVC AND sHALL C0NF0RM T0	 ONFLI T WITH L U UTILITIES STRU TURES ARISING CURING ONSTRU TION OF ANY FA ILITIES SHOWN
FINIsH AND MAKE VERTICAL sAW CUTs AT 5' 0N CENTER AT A DEPTH 0F 1 4 0F THE	AsTM D-3034, sDR 26; 36 INCH MINIMUM C0VER, UNLEss 0THERWIsE sH0WN.	ON THESE CRAWINGS 
sLAB THICKNEss. PR0VIDE PRE-F0RMED EXPANsI0N 0INTs AT 100' 0N CENTER.	5.  INsTALLATI0N 0F sERVICE METERs AND C0NNECTI0Ns T0 EXIsTING LCU UTILITIEs sHALL BE
ALL HANDICAP sPACEs, RAMPs, AND ACCEss AREA's sHALL C0MPLY IN sTRICT	 PERF0RMED BY AND C00RDINATED WITH LCU AT THE C0NTRACT0Rs EXPENsE. THE L0CATI0N	  ALL FRAMES O ERS AL E BOXES METER BOXES ANC MANHOLES SHALL BE AC USTEC TO FINISHEC ACC0RDANCE WITH THE "AMERICAN DIsABILITY ACT" (ADA) (28 CFR PART 36), AND	0F THE C0NNECTI0N P0INTs MAY REQUIRE FIELD AD UsTMENT T0 BE PERF0RMED AT THE		GRACE UPON OMPLETION OF PA ING OR RELATEC ONSTRU TION ALL AL E PACS SHALL BE POUREC "ACCEssIBILITY BY HANDICAPPED PERs0Ns" CHAPTER 553, PART V, FL0RIDA	 C0NTRACT0R's EXPENsE. IMPACT FEEs sHALL BE PAID BY THE 0WNER.		 IN PLA E NO PREͲ AST AL E PACS WILL BE A EPTEC 
sTATUEs. ANY DIsCREPANCY sHALL BE CALLED T0 THE ENGINEERs ATTENTI0N	 6.  WHERE WATER, IRRIGATI0N AND sEWER MAINs CR0ss, THE MINIMUM VERTICAL sEPARATI0N
PRI0R T0 C0NsTRUCTI0N.	sHALL BE 18 INCHEs. WHERE THIs Is N0T P0ssIBLE, THE WATER MAIN sHALL BE ENCAsED IN A	  L U RE UIRES ϯ0 MINIMUM OF O ER FOR ALL UNCERGROUNC PIPING EX EPT UNCER PA EMENT 
PVC sLEEVE 0R THE 0INTs sHALL BE sEPARATED TEN (10) FEET EITHER sIDE 0F THE P0INT 0F
C0NCRETE CURB GUTTER AND sTRAIGHT CURB: UsE CLAss I, 3000 PsI (MINIMUM)		CR0ssING. THE C0NTRACT0R sHALL C0MPLY WITH RULE 62-555.345 FAC.; AND sHALL INCLUDE	 WHI H RE UIRES ϯϲ MINIMUM O ER IF L U RE UIREC O ER ANNOT BE MAINTAINEC ALTERNATE C0NCRETE. MAKE VERTICAL sAW CUTs EVERY 10' 0N CENTER WITH PRE-M0LDED		 THE C0sTs F0R DEFLECTING PIPE, R0LL-D0WNs 0R ENCAsEMENT IN THE PRICE 0F THE PIPE.	METHOCS OF ONSTRU TION OR PIPE PROTE TION MUST BE APPRO EC BY L U ANC THE ENGINEER AT EXPANsI0N 0INTs EVERY 100' 0N CENTER.	7. TEsTING AND C0MPACTI0N 0F TRENCH BACKFILL, sUBGRADE, AND BAsE sHALL BE IN	 NO ACCITIONAL OST TO THE OUNTY IF STATE AGEN IES RE UIRE ACCITIONAL O ER MEETING THE
PAVEMENT MARKINGs AND sIGNs sHALL BE IN sTRICT ACC0RDANCE WITH THE	ACC0RDANCE WITH THE sTANDARD sPECIFICATI0Ns.	RE UIREMENTS SHALL BE CONE AT NO ACCITIONAL OST TO THE OUNTY 
"MANUAL 0N UNIF0RM TRAFFIC C0NTR0L DEVICEs (M.U.T.C.D.) F0R sTREETs AND	8. ALL UTILITY PIPING, INCLUDING sERVICEs, sHALL BE C0L0R C0DED As F0LL0Ws:	  L U RE UIRES THERE TO BE A MINIMUM OF TEN 10) FEET HORI ONTAL ANC 1  ERTI AL
HIGHWAYs" AND FD0T sTANDARD INDEX #17346.	P0TABLE WATER - BLUE (sERVICEs MAY BE WHITE P.V.C. W MARKING TAPE IF	SEPARATION BETWEEN POTABLE WATER Θ SANITARY SEWER MAINS L U ALSO RE UIRES MINIMUM OF
sT0RM DRAIN (sD) sHALL BE REINF0RCED C0NCRETE PIPE, ADs N-12, ALUMINUM,	 BLUE Is N0T AVAILABLE)	TEN 10) FEET HORI ONTAL SEPARATION BETWEEN OTHER PUBLI ANC OR PRI ATE UTILITIES PVC sDR-35, A-2000 PVC, 0R As sH0WN 0N PLANs. N0 sTEEL PIPE, N0N	 sEWER - GREEN	STRU TURE S) BUILCING S) WALL S) FOUNTAIN S) FEN E S) ANC L U INFRASTRU TURE UNLESS REINF0RCED C0NCRETE PIPE, 0R FIBER REINF0RCED PIPE.	IRRIGATI0N FIRE - LAVENDER (sERVICEs MAY BE GRAY P.V.C. W MARKING TAPE	SPE IFI ALLY APPRO EC BY L U 
THE C0NTRACT0R sHALL sUBMIT T0 THE ENGINEER sH0P DRAWINGs 0F ANY AND ALL	IF LAVENDER Is N0T AVAILABLE)
MATERIALs, sTRUCTUREs, PIPING, VALVEs, VALVE B0XEs, ETC, T0 BE UsED 0N sITE	9. ALL WATER, sEWER, IRRIGATI0N, F0RCE MAINs, sERVICEs AND LATERALs sHALL HAVE	  L U RE UIRES THERE TO BE A MINIMUM OF FI E ) FEET HORI ONTAL SEPARATION ANC 1  ERTI AL
PRI0R T0 0RDERING 0R INsTALLING, INCLUDING MFG. 0F sAME.	DETECTABLE TAPE INsTALLED 0VER THE PIPE WITH 12" MINIMUM T0 18" MAXIMUM C0VER FR0M	SEPARATION BETWEEN L U INFRASTRU TURE ANC CRAINAGE INFRASTRU TURE MITEREC ENC
ALL PIPE C0NNECTI0N 0INTs sHALL BE IN ACC0RDANCE WITH LEE C0UNTY UTILITY	PR0P0sED GRADE.	SE TIONS INLETS ET L U ALSO RE UIRES MINIMUM OF FI E ) FEET HORI ONTAL SEPARATION
DEsIGN sTANDARDs sTANDARDs, FD0T INDEX 280 AND FD0T sPEC. 430-7.	10.  WATER, FIRE AND IRRIGATI0N MAINs, INCLUDING sERVICEs, sHALL BE FLUsHED AND PREssURE	BETWEEN L U INFRASTRU TURE ANC ALL NEW LIGHT POLE FOUNCATIONS 
WATER MAIN, FIRE MAIN  FIRE HYDRANT WITHIN PR0PERTY WILL REMAIN PRIVATELY	TEsTED IN ACC0RDANCE WITH AWWA C-600. THE UTILITY C0MPANY AND ENGINEER sHALL BE
0WNED.	PREsENT DURING THE TEsTING.	  THE TRUN OF PALM TREES SHALL BE A MINIMUM OF FI E ) FEET ANC THE TRUN OF SHACE TREES
DEMOLITION NOTES:	AND RULE 62-555.345 FAC, INCLUDING PR0VIDING sAMPLE P0INTs As REQUIRED BY THE HEALTH	MAINTAINEC PIPE INFRASTRU TURE 
11.  WATER MAINs AND sERVICEs sHALL BE DIsINFECTED AND TEsTED IN ACC0RDANCE AWWA C-651	SHALL BE A MINIMUM OF TEN 10) FEET FROM ANY EXISTING OR PROPOSEC L U OWNEC ANC
DEPARTMENT.
ALL ELEVATIONS, PROPOSED AND EXISTING, REFERENCE THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) 1929.	12.   ALL FRAMEs, C0VERs, VALVE B0XEs, METER B0XEs AND MANH0LEs sHALL BE AD UsTED T0	  AS THE WOR PROGRESSES THE ONTRA TOR SHALL PRO ICE FOR ALL HANGES ANC CE IATIONS
FINIsHED GRADE UP0N C0MPLETI0N 0F PAVING 0R RELATED C0NsTRUCTI0N.	FROM THE L U STAMPEC APPRO EC ONSTRU TION PLANS TO BE RE ORCEC THE EXA T LO ATION OF
C0NTRACT0R sHALL L0CATE AND VERIFY THE sIZE, L0CATI0N, AND DEPTH 0F ALL
EXIsTING UTILITIEs IN THE FIELD AND sHALL N0TIFY THE UTILITY C0MPANIEs IN THE	13.  ANY W0RK 0R MATERIALs WHICH D0 N0T C0NF0RM T0 THE sPECIFICATI0Ns 0R ANY W0RK	ALL HANGES IN ERTI AL ANC HORI ONTAL ALIGNMENT SHALL BE RE ORCEC WITH X Y ANC 
AREA BEF0RE BEGINNING C0NsTRUCTI0N. ANY UTILITIEs THAT ARE DIsTURBED 0R	PERF0RMED WITH0UT THE KN0WLEDGE 0F LCU INsPECT0Rs 0R REPREsENTATIVEs Is	 OORCINATES WITH RESPE T TO THE NA C 1ϵ STATE PLANE FLORICA WEST OORCINATE SYSTEM AS
DAMAGED BY THE C0NTRACT0R sHALL BE IMMEDIATELY REPAIRED 0R REPLACED BY	sUB ECT T0 REM0VAL AND REPLACEMENT 0F sAME T0 BE C0MPLETED AT THE	WELL AS ANY OTHER RE ORC INFORMATION RE UIREC BY THE L U CESIGN MANUAL	 
THE C0NTRACT0R AT HIs EXPENsE. ANY DIsCREPANCY N0T CALLED T0 THE	C0NTRACT0R's EXPENsE.	 
ENGINEER's ATTENTI0N PRI0R T0 ACC0MPLIsHMENT 0F THE W0RK sHALL BE	14. THE C0NTRACT0R sHALL BE REsP0NsIBLE F0R N0TIFYING ALL AFFECTED UTILITIEs IN THE C0RRECTED IMMEDIATELY AT THE C0NTRACT0R's EXPENsE.		AREA 72 H0URs PRI0R T0 BEGINNING C0NsTRUCTI0N. IT sHALL BE THE C0NTRACT0R's
THE C0NTRACT0R sHALL BE REsP0NsIBLE F0R REM0VAL AND DEM0LITI0N 0F ANY	REsP0NsIBILITY T0 C00RDINATE WITH ALL UTILITY C0MPANIEs AND THE ENGINEER T0	      I
EXIsTING sTRUCTUREs WITHIN THE PR0 ECT LIMITs. ALL DEBRIs GENERATED sHALL BE	REs0LVE C0NFLICTs WITH EXIsTING UTILITIEs IN A TIMELY MANNER T0 AV0ID DELAYs IN	now ZKDW V EHORZ 
REM0VED FR0M THE sITE AND HAULED T0 A C0UNTY APPR0VED 0FF-sITE DUMP. THE	C0MPLETING THE PR0 ECT.	 DOO EHIRUH \RX GLJ 
C0NTRACT0R sHALL ACQUIRE ALL NECEssARY PERMITs F0R THEsE 0PERATI0Ns.	15.  ACCEPTANCE 0F THE C0MPLETED UTILITY sYsTEMs WILL N0T BE GIVEN UNTIL As-BUILT PLANs
HAVE BEEN sUBMITTED AND ACCEPTED BY THE ENGINEER.	sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.	05 14 21	20-126
TAH	ENGINEER: PETER M. MAAsTRICHT, P.E.
FL. LICENsE NUMBER: 58680	
	DATE:	PR0 . #:
CAD TECH:		
			
		7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825	
	DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131	
	REVIsI0N DEsCRIPTI0N	PER LEE COUNTY LETTER SEPT. 2021	REVISED PER LEE COUNTY COMMENTS					
	BY	TAH	JCU					
	DATE	12/03/21	10/12/22					
	TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913	
	GENERAL NOTES	
	SHEET 2 0F 26	

46
7.900

45
6.300

4
.500

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

PR0PERTY LINE

N

47
9.700

PR0PERTY LINE

48
6.900

72
4.900

0	25	50

49
5.900

71
4.400

1"  50' (24"x36")

(239) 362-1605  FBPE # 28825

1"  100' (11"x17")

57
6.500

56
6.900

55
6.800

54
6.200

53
4.200

52
6.900

51
5.500

50
5.900

70
4.600

EXIsTING LAKE

68
5.100

69
4.700

79
4.800

78
4.800

77
4.300

76
4.200

75
4.800

74
6.700

EXIsTING LAKE

65
5.800

66
5.400

67
4.900

Z0NING: CPD
FLU: GENERAL INTERCHANGE

7370 C0LLEGE PARKWAY, sUITE 211  F0RT MYERs, FL 33907

PR0PERTY LINE

58
9.500

59
8.200

60
7.300

61
8.700

62
7.500

63
8.400

64
7.900

102

Z0NING: CPD
FLU: GENERAL INTERCHANGE

91
8.200

92
5.700

93
5.400

94
5.400

95
7.500

96
10.100

99

97
16.100

EXIsTING LAKE

82
8.200

89
16.900

EXIsT. C0NCRETE ITEMs T0 BE REM0VED

85
7.700

81
8.000

EXIsT. 8,783 sF. DITCH (T0 BE FILLED-IN)

87
14.200

88
18.000

20.02

18
21.374

PR0PERTY LINE

20
20.844

19
20.174

EXIsT. INLET T0 REMAIN

EXIsT. 5,211 sF. DITCH (T0 BE FILLED-IN)

29
22.104

EXIsT. 3,781 sF. DITCH (T0 BE FILLED-IN)

PR0PERTY LINE

EXIsT. 48" R.C.P. T0 REMAIN

EXIsT.LIGHT P0LE AND ELECTRIC B0X T0 BE REL0CATED

EXIsT. 24" M.E.s T0 BE REM0VED

EXIsT. 24" R.C.P. T0 REMAIN

26
20.994

EXIsT. 30" M.E.s. T0 BE REM0VED

EXIsT. 3,273 sF. DITCH (T0 BE FILLED-IN)

EXIsT. 18" R.C.P. T0 BE REM0VED

PR0 ECT sITE 478,378 sF.

23
21.146

(10.98 ACREs)

E

1920

24
21.338

27
21.309

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

EXIsT. 739 sF. DITCH (T0 BE FILLED-IN)

REVIsI0N DEsCRIPTI0N

EXIsT. 48" M.E.s. T0 BE REM0VED

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 03 Ex Cond.dwg Friday, March 10, 2023 12:02:55 PM

Z0NING: CPD
FLU: GENERAL INTERCHANGE

PR0PERTY LINE

EXIsT. 12" PVC WATER MAIN

EXIsT. FIRE HYDRANT
 VALVE

E

EXIsT. LIGHT P0LE T0 REMAIN

EXIsT. sIGN T0 BE REM0VED

EXIsT. P0WER P0LE
 GUYs T0 REMAIN

EXIsT. 30" R.C.P. T0 BE REM0VED

EXIsT. TEMP. EAsEMENT T0 BE VACATED

EXIsT. 30" R.C.P. T0 REMAIN

EXIsT. UNCTI0N B0X T0 REMAIN

EXIsT. sIGN T0 BE
REM0VED

EXIsT. P0WER P0LE
 GUYs T0 REMAIN

EXIsT. 12" M REsT. GATE VALVE AND 12" C-900 DR18 WATER MAIN

EXIsT. 18" R.C.P. T0 REMAIN

15.00'

EXIsT. TEMP. EAsEMENT T0 BE VACATED

EXIsT. 15' sL0PE REsT0RATI0N
EAsEMENT 0R BK 4795 PG. 4602

0-H

102

EXIsT. P0WER P0LE
 GUYs T0 REMAIN

EXIsT. 10' L.C.U. EAsEMENT 0R BK 4795 PG. 4590 (TYP.)

EXIsT. P0WER P0LE
 GUYs T0 REMAIN

EXIsT. TEMP. EAsEMENT T0 BE

BY

VACATED

DATE
12/03/21
02/24/22

EXIsT. 48" R.C.P. T0 BE REM0VED

13

5300

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER

PR0PERTY LINE

EXIsT. CURB INLET
T0 REMAIN

EXIsT. 12" C-900 DR18 W 24" sTEEL CAsING WATER MAIN

EXIsT. 12" C-900 DR18 WATER MAIN

PR0PERTY LINE

E

EXIsT. CURB INLET T0 REMAIN

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

EXIsT. P0WER P0LE T0 REMAIN

Z0NING: AG-2 (CFM) FLU: GENERAL INTERCHANGE

EXIsT. CITY 0F FT. MYERs FIRE HYDRANT VALVE T0 BE REL0CATED (sEE UTILITIEs PLAN)

s0IL DATA CLAssIFICATI0N:

13
99

102

B0CA FINE sAND WATER

N
I N     .

AERIAL  EXISTING

CONDITIONS PLAN

B0CA FINE sAND-URBAN LAND C0MPLEX

FLUCCs LEGEND:

1920 INACTIVE LANDs WITH sTREET PATTERN
5300 REsERV0IRs

LEGEND
0 SHEET No.

KEY MAP

       I
    11

Know what s below.
 all before you dig.

SHEET

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

3 0F 26

45
6.300

4
.500

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

P0NDING HEIGHT	P0NDING HEIGHT

W00D P0sT 36" HIGH MAX.

46
7.900

sTEEL 0R

ATTACH sECURELY

FILTER FABRIC

T0 UPsTREAM sIDE 0F P0sT

sTAKE TYP.

sILT FENCE (sEE sILT sCREEN DETAIL) AR0UND ENTIRE INLET

N

47
9.700

RUN0FF	RUN0FF

72
4.900

9" MAX. (REC0MMENDED) sT0RAGE HEIGHT

71
4.400

12" MIN.

8"

48
6.900

12" MIN.

49
5.900

INLET

0	25	50

1"  50' (24"x36")

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

1"  100' (11"x17")

4"X6" TRENCH

50
5.900

70
4.600

GRAVEL

0.0001 AC.

79
4.800

78
4.800

0.0032 AC.

ALTERNATE DETAIL

68
5.100

69
4.700

TRENCH WITH GRAVEL

WITH C0MPACTED BACKFILL

51
5.500

sTANDARD DETAIL
TRENCH WITH NATIVE BACKFILL

52
6.900

sTAKE TYP.

sILT FENCE (sEE sILT sCREEN DETAIL)

57
6.500

56
6.900

55
6.800

54
6.200

53
4.200

MEs

67
4.900

77
4.300

76
4.200

75
4.800

74
6.700

FILTER FABRIC sILT FENCE

66
5.400

N.T.s.

PR0P. sILT FENCE AL0NG PR0PERTY LINE

65
5.800

97
16.100

0.0156 AC.

sILT FENCE PLACEMENT INLET AND MEs L0CATI0N

58
9.500

59
8.200

60
7.300

61
8.700

62
7.500

63
8.400

64
7.900

91
8.200

92
5.700

93
5.400

94
5.400

95
7.500

96
10.100

N.T.s.

PR0P. sILT FENCE AR0UND sTRUCTURE

0.0044 AC.

85
7.700

82
8.200

81
8.000

89
16.900

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

PR0P. FL0ATING sILT CURTAIN

PR0P. sILT FENCE AR0UND INLET EX. INLET

EXIST. INLET
(T0 REMAIN)

EXIST. 48" R.C.P.
(T0 REMAIN)

EXIST. LIGHT POLE

PR0P. 15' DRAINAGE EAsEMENT

PR0P. 8,783 sF. T0 FILL-IN DITCH

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. 24" M.E.S
(T0 BE REM0VED)

EXIST. 24" R.C.P.

PR0P. 5,211 sF. T0 FILL-IN DITCH

20
20.844

29
22.104

PR0P. 3,781 sF. T0 FILL-IN DITCH

26
20.994

27
21.309

EXIsT. 30" M.E.s. T0 BE REM0VED

PR0P. 15' DRAINAGE EAsEMENT

PR0P. 3,273 sF. T0 FILL-IN DITCH

0.0005 AC.

PR0P. 15' DRAINAGE EAsEMENT

87
14.200

88
18.000

20.02

18
21.374

0.0017 AC.

24
21.338

23
21.146

PR0 ECT sITE 478,378 s.F.
(10.98 ACREs)

19
20.174

0.0010 AC.

0.0017 AC.

PR0P. 739 sF. T0 FILL-IN DITCH

PR0P. D0UBLE R0W sILT FENCE AL0NG THE sH0RE LINE

PR0P. FL0ATING sILT CURTAIN

AND ELECTRIC BOX
(T0 BE REL0CATED)

(T0 REMAIN)

PR0P. sILT FENCE AL0NG PR0PERTY LINE

EXIST. 18" R.C.P.
(T0 BE REM0VED)

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. 48" M.E.S.
(T0 BE REM0VED)

EXIST. LIGHT POLE
(T0 REMAIN)

E

EXIST. 30" R.C.P.
(T0 BE REM0VED)

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. TEMP. EASEMENT
(T0 BE VACATED)

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. SIGN

EXIST. 18" R.C.P.
(T0 REMAIN)

EXIST. TEMP. EASEMENT
(T0 BE VACATED)

PR0P. sILT FENCE AR0UND sTRUCTURE

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 JCU REVISED PER SFWMD COMMENTS JCU REVISED PER SFWMD COMMENTS

PR0P. 25' DRAINAGE
EAsEMENT

E

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 04 Erosion.dwg Friday, March 10, 2023 12:03:39 PM

PR0P. sILT FENCE AL0NG PR0PERTY LINE
EXIST. SIGN

EXIST. 30" R.C.P.
(T0 REMAIN)

(T0 BE REM0VED)

EXIST. POWER POLE & GUYS
(T0 REMAIN)

PR0P. 15' DRAINAGE EAsEMENT

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. 12" PVC WATER MAIN

EXIST. FIRE HYDRANT & VALVE

(T0 BE REM0VED)

EXIST. POWER POLE & GUYS
(T0 REMAIN)

EXIST. 12" PVC EXIST. -UNCTION BOX

EXIST. 12" PVC WATER MAIN & 12" VALVE

WM  WM  WM

EXIST. POWER POLE & GUYS
(T0 REMAIN)

PR0P. sILT FENCE AL0NG PR0PERTY LINE

EXIST. POWER POLE & GUYS
(T0 REMAIN)

EXIST. TEMP. EASEMENT
(T0 BE VACATED )

PR0P. 25' DRAINAGE

PR0P. sILT FENCE AR0UND sTRUCTURE

EXIST. 48" R.C.P.
(T0 BE REM0VED)

DATE
12/03/21
09/21/22
01/06/23

BY

PR0P. D0UBLE R0W sILT FENCE sPACED 3' APART

WATER MAIN

(T0 REMAIN)

EAsEMENT

EXIST. CURB INLET
(T0 REMAIN)

E

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

EXIST. POWER POLE
(T0 REMAIN)

EXIST. CURB INLET
(T0 REMAIN)

ER0sI0N C0NTR0L N0TEs
THE C0NTRACT0R sHALL ADHERE T0 THE sEQUENCE 0F
0PERATI0Ns F0R ER0sI0N C0NTR0L IMPLEMENTATI0N HER0N. ANY DEVIATI0N FR0M THIs sEQUENCE DEEMED NECEssARY BY THE C0NTRACT0R sHALL BE APPR0VED BY THE 0WNER.

ALL VEHICLEs sHALL BE CLEANED AT THE C0NsTRUCTI0N sITE PRI0R T0 EXITING.
ALL MATERIALs sPILLED, DR0PPED, WAsHED 0R TRACKED 0NT0 AD ACENT R0ADWAYs BY VEHICLEs EXITING THE sITE sHALL BE

15.

WHENEVER DIRT, R0CK 0R 0THER MATERIALs ARE EXP0RTED F0R UsE 0FF 0F THE PRIMARY C0NsTRUCTI0N sITE, THE C0NTRACT0R Is REsP0NsIBLE F0R DETERMINING THAT EPA sT0RM WATER PERMITTING REQUIREMENTs ARE MET. PRI0R T0 ANY EXP0RT 0F

EXIST. FIRE HYDRANT & VALVE
(T0 BE REL0CATED) (sEE UTILITY PLAN)

PR0P. TEMP. C0NsTRUCTI0N ENTRANCE (sEE DETAIL 0N THIs sHT.)

THE GENERAL C0NTRACT0R AND ALL sUBC0NTRACT0Rs INV0LVED WITH THE C0NsTRUCTI0N ACTIVITIEs RELATED T0 ER0sI0N C0NTR0L As sH0WN 0R N0TED HERE0N sHALL 0BTAIN A C0PY 0F THE sT0RM WATER P0LLUTI0N PREVENTI0N PLAN (sWPPP), As WELL As THE NATI0NAL P0LLUTANT DIsCHARGE ELIMINATI0N sYsTEM (NPDEs) PERMIT F0R THIs sITE, AND BEC0ME FAMILIAR WITH THEIR C0NTENTs.
ALL WAsH WATER sHALL BE DIsP0sED 0F IN A MANNER THAT PREVENTs C0NTACT BETWEEN WAsH WATER P0LLUTANTs AND sT0RM RUN0FF DIsCHARGED FR0M THIs sITE.

CLEANED 0R REM0VED IMMEDIATELY.
THE C0NTRACT0R sHALL BE REsP0NsIBLE F0R PR0MPT REM0VAL 0F ALL ACCUMULATED sILT IN THE sT0RM sEWER sYsTEM AND AL0NG sILT FENCEs.
sILT FENCEs sHALL BE PLACED AR0UND ANY sT0CKPILEs UsED 0N THIs sITE.
ANY ADDITI0NAL ER0sI0N C0NTR0L MEAsUREs REQUIRED T0 ENsURE C0MPLIANCE WITH THE U.s.E.P.A.; FL0RIDA DEP AND LEE

16.

MATERIALs, THE C0NTRACT0R sHALL FURNIsH THE ENGINEER WITH
A WRITTEN AGREEMENT WITH ANY LAND0WNER WH0 WILL RECEIVE EXP0RTED MATERIALs, sTATING THAT THE sITE WILL BE PR0PERLY PERMITTED WHEN REQUIRED AND DEsCRIBE THE ER0sI0N C0NTR0L MEAsUREs WHICH WILL BE UsED. AT A MINIMUM, ER0sI0N C0NTR0L MEAsUREs MUsT C0NsIsT 0F PERIMETER C0NTR0Ls (sILT FENCEs) 0N ALL D0WNsL0PE AND sIDEsL0PE B0UNDARIEs 0F ANY DIsTURBED AREAs, PLUs PR0VIsI0Ns F0R RE-VEGETATI0N AFTER THE FILL MATERIALs ARE IN PLACE.
PRI0R T0 C0NsTRUCTI0N, FILTER FABRIC, sILT sCREENs, 0R 0THER

FL0W
FILTER FABRIC EXTENsI0N 0F FABRIC
INT0 THE TRENCH

EXIsTING R0ADWAY

EROSION CONTROL

sTAKE

N0TE:
THE ENTRANCE sHALL BE MAINTAINED IN A C0NDITI0N THAT WILL PREVENT TRACKING 0R FL0WING 0F sEDIMENT 0NT0 PUBLIC R W. THIs MAY REQUIRE T0P DREssING, REPAIR AND 0R CLEAN-0UT 0F ANY MEAsUREs UsED T0 TRAP sEDIMENT.

WHEN NECEssARY, WHEELs sHALL BE CLEANED PRI0R T0 ENTRANCE 0NT0 PUBLIC R W.

WHEN WAsHING Is REQUIRED, IT sHALL BE D0NE 0N AN AREA sTABILIZED W CRUsHED sT0NE THAT DRAINs INT0 AN APPR0VED sEDIMENT TRAP 0R sEDIMENT BAsIN.

50'“

20' (MIN.)

2"-3" C0URsE AGGREGATE (MIN. 6" THICK)

N
I N     .

20'R

ER0sI0N C0NTR0L sCREEN

0IL AND GREAsE ABs0RBING MATERIALs sHALL BE READILY AVAILABLE 0N-sITE AND sHALL BE PR0MPTLY UsED T0 C0NTAIN AND 0R CLEAN UP ALL FUEL 0R CHEMICAL sPILLs 0R LEAKs.

C0UNTY sT0RM WATER P0LLUTI0N REGULATI0Ns sHALL BE
IMPLEMENTED BY THE C0NTRACT0R, AT N0 ADDITI0NAL C0sT T0 THE 0WNER.
ALL TEMP0RARY ER0sI0N C0NTR0L MEAsUREs sHALL BE REM0VED AND PR0PERLY DIsP0sED 0F 0FF-sITE WITHIN THIRTY DAYs AFTER

6"(MIN)

PLAN

17.

APPR0VED ER0sI0N C0NTR0L DEVICEs sHALL BE INsTALLED
ACR0ss THE sWALE AT THE L0WEsT DIsTURBED P0INT T0 PREVENT ER0sI0N MATERIAL FR0M LEAVING THE C0NsTRUCTI0N AREA, INCLUDING ANY VACANT AREAs UsED F0R INGREss AND EGREss.
ALL AFFECTED sT0RM WATER PIPEs, INLETs AND CATCH BAsINs

4"x4" TRENCH UPsL0PE AL0NG THE LINE 0F sTAKEs

16" MIN.

5' (MAX)

FL0W

C0NsTRUCTI0N 0F A sILT FENCE

R W LINE

sTAKE TYP.

FILL F0R C0NsTRUCTI0N ENTRANCE

(As REQUIRED T0 MAINTAIN
sWALE FL0W) TEMP. CULVERT
PLAN VIEW

LEGEND
0 SHEET No.

KEY MAP

DUsT C0NTR0L sHALL BE ACC0MPLIsHED BY WATERING DRY,
EXP0sED AREAs 0N A REGULAR BAsIs. sPRAYING 0F PETR0LEUM BAsED 0R T0XIC LIQUIDs F0R THIs Is PR0HIBITED.
ALL C0UNTY RIGHT-0F-WAYs THAT ARE DIsTURBED DURING C0NsTRUCTI0N sHALL BE PERMANENTLY s0DDED PRI0R T0 THE C0MPLETI0N 0F THE PR0 ECT.

DIsTURBED AREAs 0F THE sITE WHERE C0NsTRUCTI0N AREAs HAVE

sTABILIZATI0N 0F ALL sURFACEs.

THE C0NTRACT0R sHALL AssUME LIABILITY F0R DAMAGE T0
AD ACENT PR0PERTIEs AND 0R PUBLIC RIGHT-0F-WAY REsULTING FR0M FAILURE T0 FULLY IMPLEMENT AND EXECUTE ALL ER0sI0N C0NTR0L PR0CEDUREs sH0WN AND N0TED IN THE PLANs.

18.

sHALL BE PR0TECTED BY ER0sI0N C0NTR0L DEVICEs T0 PREVENT C0NsTRUCTI0N RELATED ER0sI0N MATERIAL FR0M ENTERING THE sT0RMWATER sYsTEM.
THE ER0sI0N C0NTR0L DEVICEs sHALL BE INsTALLED PRI0R T0 ANY C0NsTRUCTI0N PR0CEss AND sHALL REMAIN IN PLACE UNTIL sTABILIZED WITH s0D AND THE VACANT AREAs ARE sEEDED AND MULCHED.

FILTER FABRIC

W0VEN FILTER CL0TH

CULVERT As REQUIRED

sECTI0N

2"-3" C0URsE
0R APPR0VED EQUAL

             

    11

       I

PERMANENTLY CEAsED sHALL BE PERMANENTLY sEEDED 0R s0DDED, As sH0WN 0N THE ATTACHED PLAN, WITHIN sEVEN DAYs.

19.

ALL DEWATERING sHALL BE IN ACC0RDANCE WITH s.F.W.M.D. sH0RT TERM DEWATERING CRITERIA.

ELEVATI0N VIEW
sILT sCREEN PLACEMENT
N.T.s.

TEMP. CULVERT AT C0NsTRUCTI0N ENTRANCE

Know what s below.
 all before you dig.

SHEET

N.T.s.

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

4 0F 26

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

N

FL. LICENsE NUMBER: 58680

0	25	50

1"  50' (24"x36")

(239) 362-1605  FBPE # 28825

1"  100' (11"x17")

LEGEND:
PR0P. BUILDING PR0P. PAVEMENT

Z0NING: CPD
FLU: GENERAL INTERCHANGE

7370 C0LLEGE PARKWAY, sUITE 211  F0RT MYERs, FL 33907

Z0NING: CPD
FLU: GENERAL INTERCHANGE

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

ENTRANCE GATE T0 BE sINGLE LANE, EQUIPPED WITH EVAC AND MUsT HAVE A MINIMUM CLEAR 0PENING WIDTH 0F 14.0 FT.

PR0P. GATEs

PR0P. 6' HIGH CHAIN LINK FENCE TIE T0 PARKING GARAGE

E

PR0P. 2' sT0P BAR , sT0P sIGN (R-1) (4' MIN. FR0M WALK CR0ss)

PR0P. 6' HIGH CHAIN LINK FENCE TIE T0 PARKING GARAGE

E

PR0P. 16' WIDE GATE F0R LCU ACCEss T0
LIFT sTATI0N

PR0P. 16' WIDE sTABILIZED ACCEss DRIVE

PR0P. RAMP F0R 2nd LEVEL PARKING (DEsIGN BY 0THERs)

Z0NING: CPD
FLU: GENERAL INTERCHANGE

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER

PR0P. RAMP F0R 2nd LEVEL PARKING (DEsIGN BY 0THERs)

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 05 - 07 site Plan.dwg Friday, March 10, 2023 12:04:10 PM

Z0NING: CPD
FLU: GENERAL INTERCHANGE

PR0P.6' HIGH CHAIN LINK FENCE (TYP.)

BY

0-H

E

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

DATE
12/03/21
02/24/22
05/06/22

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

Z0NING: AG-2 (CFM) FLU: GENERAL INTERCHANGE

PR0P. 2' sT0P BAR , sT0P sIGN (R-1) , 0NE WAY sIGN, D0 N0T ENTER sIGN (4' FR0M WALK CR0ss)

5" HIGH 6"x12" C0NC. CURB

PAINTED WHITE 4" sTRIPEs 3' 0.C.
# 45°

9"

"PARKING BY DIsABLED PERMIT 0NLY" sIGN

sTRIPING N0TEs:
ALL PAVEMENT MARKING AND sTRIPING WITHIN sITE sHALL BE IN ACC0RDANCE WITH M.U.T.C.D.

18.0' TYPICAL (0R As sH0WN)

ALL sTRIPING AND PAVEMENT MARKINGs sHALL BE TW0 (2) C0ATs 0F TRAFFIC REFLECTIVE PAINT (F.D.0.T. sECT. #710) UNLEss 0THERWIsE N0TED 0N PLANs 0R sPECIFICATI0N.

PARKING BY DIsABLED

sT0P

REFUsE AND s0LID WAsTE DIsP0sAL FACILITIEs:
A MINIMUM 0VERHEAD CLEARANCE 0F TWENTY-TW0 (22) FEET, AND A MINIMUM
0PENING WIDTH 0F 12' WIDE ARE REQUIRED. UN0BsTRUCTED ACCEss sHALL BE MAINTAINED T0 REFUsE AND s0LID WAsTE DIsP0sAL FACILITY.
ALL sT0RAGE AREAs C0NTAINERs sHALL BE ADEQUATELY sHIELDED PER LEE C0UNTY GR0WTH MANAGEMENT C0DE.
ALL sT0RAGE AREAs C0NTAINERs sHALL MEET LEE C0UNTY LAND DEVEL0PMENT C0DE.

s0LID WAsTE CALCULATI0Ns
(sEC. 17-101) MULTIFAMILY͗
1 ϯ UNIT 1ϲ S F 1 0 н ϵϲ) FOR FIRST  UNIT PLUS  S F FOR EA H ACCITIONAL CWELLING UNIT )
 1ϲ S F  UNIT) н 1 0 ϰ S F 1 UNIT ǆ S F PER UNIT) с 1 ϰ0 S F 
T0TAL s.F. REQUIRED : 1,240 s.F. T0TAL s.F. PR0VIDED : 1,240 s.F.

PR0PERTY DEVEL0PMENT REGULATI0Ns (Z0NING)

REQUIRED  PR0VIDED

N
I N     .

9"

(CPD)	(MULTI-FAMILY)

4" WHITE

4" WHITE

6" BLUE

PAINTED BLUE sYMB0L

ALL MARKING WITHIN A PUBLIC R W sHALL BE IN THERM0PLAsTIC (F.D.0.T. sECT#711).

6" BLUE

4" WHITE

4" WHITE

ALL EXIsTING PAVEMENT MARKINGs THAT ARE IN C0NFLICT WITH EXIsTING PAVEMENT MARKINGs sHALL BE REM0VED BY HYDR0BLAsTING.

PERMIT

1 2"

0NLY

12" FT0-25

$250.00
FINE

R1-1 sT0P sIGN

84" T0 FIN. GRADE

N.T.s.

4'-0"

1'-6"

9"

2'-6"

4. THE C0NFIGURATI0N AND L0CATI0N 0F DUMPsTER RECYCLING AREAs MAY BE M0DIFIED DURING C0NsTRUCTI0N As L0NG As THE AB0VE REQUIREMENTs AND AREAs BEL0W ARE MAINTAINED.

PARKING L0T Is INTENDED T0 BE UsED IN DAYLIGHT AND NIGHT H0URs. PARKING L0T LIGHTING PR0VIDED.

T0 THE BEsT 0F 0UR KN0WLEDGE AND BELIEF THE PR0P0sED LAND UsEs ARE C0MPLIANT

DEPTH:

WIDTH:

L0T AREA:

3'-0"

L0T C0VERAGE: HEIGHT:

100'

100'

20,000 s.F.

40 MAX.

75' MAX.

420'

1,355'

478,378 s.F.

7.8 

 75 FT.

LEGEND
0 SHEET No.

6

MASTER SITE

DIMENSION PLAN

7

KEY MAP

2'-6"

9' TYPICAL (0R As sH0WN)

12.00'
H C PARKING

10" (TYP)
5.00' MIN.

TYPICAL sTRIPING DETAIL

ALL LETTERs ARE 1" sERIEs 'C'. T0P P0RTI0N 0F sIGN sHALL HAVE A REFLECTIVE BLUE BACKGR0UND W WHITE REFLECTIVE LEGEND B0RDER.

B0TT0M P0RTI0N 0F sIGN sHALL HAVE A REFLECTIVE WHITE BACKGR0UND W BLACK 0PAQUE LEGEND B0RDER.

HANDICAP sIGN

1'

(WHITE)	1'

TYPICAL DIRECTI0NAL ARR0W

WITH LEE C0UNTY Z0NING REGULATI0Ns.

ALL sTRIPING IN THE PUBLIC RIGHT 0F WAY LIMITs sHALL BE THERM0PLAsTIC

PR0P0sED DEVEL0PMENT Is C0NsIsTENT WITH THE LEE PLAN.

8'-0"
4'-0"

       I
    11

9"	12"

Know what s below.
 all before you dig.

SHEET

N.T.s.

N.T.s.

sCALE: N.T.s.

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

5 0F 26

N

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

20' DRAINAGE EAsEMENT

FL. LICENsE NUMBER: 58680

Z0NING: CPD
FLU: GENERAL INTERCHANGE
0	15	30

1"  30' (24"x36")

FBPE # 28825

1"  60' (11"x17")

BUILDING

10.00' sETBACK

EXIsTING LAKE
(ARB0RW00D CDD)

LEGEND:

(239) 362-1605

PR0P. BUILDING PR0P. PAVEMENT

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

220.41'

8 sF. T0 BE FILLED IN
0.0001 AC.

254.06'

7370 C0LLEGE PARKWAY, sUITE 211  F0RT MYERs, FL 33907

EXIsTING LAKE

5' sIDEWALK

85 sF. T0 BE FILLED IN
0.0032 AC.

34.96'

Z0NING: CPD
FLU: GENERAL INTERCHANGE

25.03'

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

140 sF. T0 BE FILLED IN
0.0156 AC.

2

ARB0RW00D VILLAGE

10.00' BUILDING sETBACK

20' DRAINAGE EAsEMENT

PR0P. 5' sIDEWALK

11

82.85'

PR0P. HANDICAP sYMB0L, sTRIPING sIGN (sEE DETAIL sHT. 05) (TYP.)

9.00'

112.96'

PR0P. (3) BIKE RACKs TYP. sEE DETAIL 0N sHT. 13

681 sF. T0 BE FILLED IN
0.0044 AC.

PR0P. 48" FENCE

PARKING CALCULATI0Ns

MATCHLINE (sEE sHEET

PER LEE C0UNTY LAND DEVEL0PMENT C0DE sECTI0N 34-2020(E)

REVIsI0N DEsCRIPTI0N

MULTIPLE-FAMILY:
2 sPACEs PER UNIT + 10% 0F REQUIRED F0R GUEsT PARKING

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
JCU REVISED PER SFWMD COMMENTS

153 UNITs x 2 sPACEs 306 sPACEs
306 sPACEs x 10%  30.6 sPACEs
306 + 31  337 sPACEs REQUIRED

AMENITY:
3.5 sPACEs PER 1,000 s.F. 0F T0TAL FL00R AREA
3,837 s.F. 1,000 s.F. x 3.5  13.4 sPACE

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 05 - 07 site Plan.dwg Friday, March 10, 2023 12:04:53 PM

ENTRANCE GATE T0 BE sINGLE LANE, EQUIPPED WITH EVAC AND MUsT HAVE A MINIMUM CLEAR 0PENING

6

WIDTH 0F 14.0 FT.

14.00'

24.00'
12.00'

5

12.00'

PR0P. CALL B0X

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

T0TAL  14 sPACEs REQUIRED

DATE
12/03/21
02/24/22
05/06/22
01/06/23

BY

T0TALING sPACEs REQUIRED 351 sPACEs sPACEs PR0VIDED (GR0UND FL00R) 234
sPACEs

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

sPACEs PR0VIDED (PARKING GARAGE 2nd LEVEL) 117 sPACEs

7)

(INCLUDING 8 H C sPACEs)
T0TALING sPACEs PR0VIDED 351 sPACEs

E

PR0P. 24" sT0P BAR (WHITE), sT0P sIGN (R1-1) , 4' FR0M sTRIPING CR0ssWALK

EXIST. STREET LIGHT AND
ELECTRIC BOX
(T0 BE REL0CATED BY 0THERs)

PR0P. WALL M0UNTED PR0 ECT sIGN PER LDC sEC. 30-152

PR0P. DIRECTI0NAL ARR0Ws (WHITE) (sEE DETAIL sHT. 05) (TYP.)

PR0P. DETECTABLE WARNINGs WET sET IN C0NC.
(PER FD0T 522-002) (TYP.)

PR0P. 6' sIDEWALK

PR0P. RAMP F0R 2nd. LEVEL PARKING (DEsIGN BY 0THERs)

PR0P. DETECTABLE WARNINGs
WET sET IN C0NC.
(PER FD0T 522-002) (TYP.)

LEGEND
DR	DUMPSTER ROOM E	ELEVATOR
MR	MECHANICAL ROOM
1	PARKING COUNT (GROUND FLOOR)
1	PARKING COUNT
(2 . FLOOR)

PR0P. 12" WHITE sTRIPING CR0ssWALK (WHITE) sEE FD0T INDEX No. IR 711-001-1

PR0P. 16' WIDE GATE F0R LCU ACCEss T0 LIFT sTATI0N

PR0P. 16' sTABILIZED ACCEss DRIVE

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

LEGEND
0 SHEET No.

N
NC .

E

6

SITE DIMENSION  MARKING

PLAN (SOUTH)

7

KEY MAP

Z0NING: CPD
FLU: GENERAL INTERCHANGE

(LEE C0UNTY 0WNED)

PR0P. 6' sIDEWALK

PR0P. 6' sIDEWALK TIE-IN EXIsT. sIDEWALK (A.D.A.) DETECTABLE WARNING sURFACE sH0ULD BE WET-sET

Z0NING: AG-2 (CFM) FLU: GENERAL INTERCHANGE

              

        I Know what s below.
    11	 all before you dig.
sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

SHEET 6 0F 26

N

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

Z0NING: CPD
FLU: GENERAL INTERCHANGE

FL. LICENsE NUMBER: 58680

0	15	30

PR0P. 48" FENCE

22 sF. T0 BE FILLED IN
0.0005 AC.

EXIsTING LAKE

1"  30' (24"x36")

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

1"  60' (11"x17")

LEGEND:
PR0P. BUILDING PR0P. PAVEMENT

76 sF. T0 BE FILLED IN	42 sF. T0 BE FILLED IN
0.0017 AC.	0.0010 AC.

PR0P. 48" FENCE

72 sF. T0 BE FILLED IN
0.0017 AC.

PR0P. HANDICAP sTRIPING sIGN(sEE DETAIL sHT. 05) (TYP.)

PR0P. (3) BIKE RACKs TYP. sEE DETAIL 0N sHT. 13

PUHVHUYH AUHD
Please Do Not Dist r.

This Area is Managed for Native Plants and Wildlife

MATCHLINE (sEE sHEET 6)

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

PR0P. sTRIPING 45° WHITE (L0ADING Z0NE DUMPsTER) (TYP.)

10' LEE C0UNTY UTILITY EAsEMENT
0R BK 4796 PG 4590

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

PR0P. RAMP F0R 2nd. LEVEL PARKING (DEsIGN BY 0THERs)

E

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

PARKING CALCULATI0Ns

PER LEE C0UNTY LAND DEVEL0PMENT C0DE sECTI0N 34-2020(.)

REVIsI0N DEsCRIPTI0N

MULTIPLE-FAMILY:
2 sPACEs PER UNIT + 10% 0F REQUIRED F0R GUEsT PARKING

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
JCU REVISED PER SFWMD COMMENTS JCU REVISED PER SFWMD COMMENTS

153 UNITs x 2 sPACEs 306 sPACEs
306 sPACEs x 10%  30.6 sPACEs
306 + 31  337 sPACEs REQUIRED

AMENITY:
3.5 sPACEs PER 1,000 s.F. 0F T0TAL FL00R AREA

BY

3,837 s.F. 1,000 s.F. x 3.5  13.4 sPACE T0TAL 14 sPACEs REQUIRED

DATE
12/03/21
02/24/22
05/06/22
09/21/22
01/06/23

T0TALING sPACEs REQUIRED 351 sPACEs sPACEs PR0VIDED (GR0UND FL00R) 234
sPACEs

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

sPACEs PR0VIDED (PARKING GARAGE 2nd LEVEL) 117 sPACEs
(INCLUDING 8 H C sPACEs)
T0TALING sPACEs PR0VIDED 351 sPACEs

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 05 - 07 site Plan.dwg Friday, March 10, 2023 1:37:25 PM

PR0P. 20' GATE EQUIPPED WITH EVAC sYsTEM

LEGEND
DR	DUMPSTER ROOM E	ELEVATOR
MR	MECHANICAL ROOM
1	PARKING COUNT (GROUND FLOOR)
1	PARKING COUNT
(2 . FLOOR)

LEGEND
0 SHEET No.

N
NC .

6

SITE DIMENSION  MARKING

PLAN (NORTH)

7

KEY MAP

       I
    11

Know what s below.
 all before you dig.

SHEET

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

7 0F 26

45
6.300

05 14 21

20-126
TAH

MATCHLINE A-A

s-16

P-14

4
.500

REL0CATED C0NTR0L sTRUCTURE (PER sFWMD PERMIT 36-04678-P (0UT 0F VIEW)

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

N

46
7.900

DATE:
PR0 . #: CAD TECH:

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

(ARB0RW00D CDD)

48
6.900

47
9.700

72
4.900

0	25	50

71
4.400

(ARB0RW00D CDD)

1"  50' (24"x36")

50
5.900

49
5.900

70
4.600

(239) 362-1605  FBPE # 28825

1"  100' (11"x17")

P-13

57
6.500

56
6.900

55
6.800

54
6.200

53
4.200

52
6.900

51
5.500

67
4.900

68
5.100

69
4.700

79
4.800

78
4.800

77
4.300

76
4.200

75
4.800

74
6.700

EXIsTING LAKE

58
9.500

59
8.200

60
7.300

61
8.700

62
7.500

63
8.400

64
7.900

65
5.800

66
5.400

Z0NING: CPD
FLU: GENERAL INTERCHANGE

7370 C0LLEGE PARKWAY, sUITE 211  F0RT MYERs, FL 33907

Z0NING: CPD

91
8.200

92
5.700

93
5.400

94
5.400

95
7.500

96
10.100

97
16.100

FLU: GENERAL INTERCHANGE

PR0P. 6' HIGH CHAIN LINK FENCE WALL
(TYP.)

s-15

(ARB0RW00D CDD)

s-10

85
7.700

82
8.200

81
8.000

87
14.200

88
18.000

89
16.900

20.02

18
21.374

WM

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

EXIsTING LAKE

P-12

20
20.844

19
20.174

29
22.104

WM

s-01

s-06

P-07

Es-02

P-01

PR0P. GATEs

Es-13

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

s-02

P-02

24
21.338

23
21.146

27
21.309

Es-05

EP-03

s-03

PR0P. 15'

EAsEMENT

P-04

E

DRAINAGE

P-05

Es-08

26
20.994

Es-11

EP-01

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 08 - 10 GPD.dwg Friday, March 10, 2023 1:36:01 PM

Es-01

Z0NING: CPD

s-08

PR0P. 6' sIDEWALK

Es-04

EP-02 Es-03

PR0P. 16' sTABILIZED
ACCEss DRIVE, 16' WIDE GATE ACCEss (sEE PLAN sHT. 9)

PR0P. RAMP F0R 2nd LEVEL PARKING DEsIGN BY 0THERs

PR0P. 6' sIDEWALK

EP-05

P-03

s-05

s-09

PR0P. 15' DRAINAGE

EAsEMENT

N0 C0NFLICT 10" WATER MAIN AB0VE EX. sT0RM PIPE

EP-07

EX. TEMP0RARY EAsEMENT (T0 BE VACATED)

s-04

E

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
TAH PER SFWMD LETTER
JCU REVISED PER SFWMD COMMENTS

PR0P. RAMP F0R 2nd LEVEL PARKING DEsIGN BY 0THERs

FLU: GENERAL INTERCHANGE

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

Es-06

EP-04

Es-07

EX. TEMPORARY EASEMENT
(T0 BE VACATED)

E

Es-10

BY

PR0P. 15' DRAINAGE

DATE
12/03/21
02/24/22
05/06/22
05/06/22
03/10/23

EAsEMENT

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

EP-08

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

Es-09

Z0NING: AG-2 (CFM)
A s  

N
IN C .

FLU: GENERAL INTERCHANGE

s-17

  V  N  P 

33
6.700

   N. .V. . 1929   M

LEGEND

MASTER GRADING, PAVING 

0 SHEET No.

9

10

KEY MAP

EXISTING STRUCTURE  PIPE TABLE

PROPOSED STRUCTURE TABLE

PROPOSED PIPE TABLE

Es - 01 INLET
G.E  ±22.45
I.E.  ±15.02 (E)
I.E.  ±15.20 (W)
Es - 02
INLET C0NVERT

Es - 05
24" M.E.s.
(T0 BE REM0VED)
I.E.  ±16.00
Es - 06 CURB INLET
E.0.P.  26.08

Es - 09 CURB INLET
E.0.P.  24.90
I.E.  18.11 (W)
Es - 10 INLET
G.E  24.65

Es - 13
48" M.E.s.
(T0 BE REM0VED)

EP - 01
48" R.C.P. (T0 REMAIN)

EP - 05
30" R.C.P.
(34 LF. T0 REMAIN) (120 LF. T0 BE REM0VED)
EP - 06
18" R.C.P.

s - 01
TYPE E INLET
FD0T INDEX 425 - 052
G.E. 20.40 WIND0W 12"x36"
I.E. 22.40 (s)
I.E. 15.75 (N) (BUBBLE UP)

s - 04
TYPE P UNCTI0N B0X FD0T INDEX 425 - 010
T0P  25.00
I.E.  16.00 (E)
I.E.  16.00 (NW)
s - 05

s - 08

P-14

TYPE P UNCTI0N B0X FD0T INDEX 425 - 010
T0P  25.25
I.E.  16.38 (E)
I.E.  15.00 (NW)
I.E.  16.38 (N)

s - 12
TYPE D INLET
G.E.  23.80
FD0T INDEX 425 - 052
I.E.  19.75 (N)
I.E.  19.75 (s)

s - 13

s - 16
TYPE UNCTI0N B0X FD0T INDEX 425 - 010
M.H.  22.00
I.E.  13.80 (E)
I.E.  13.80 (W)
s - 17

P - 01
24" R.C.P. 59 LF.
P - 02
24" R.C.P. 127 LF.
P - 03
36" R.C.P 71 LF.

P - 10
18" R.C.P 257 LF.
P - 11
18" R.C.P. 30 LF.
P - 12
18" R.C.P. 104 LF.

MATCHLINE A-A
sURFACE WATER MANAGEMENT PARAMETERs

N0TEs

DRAINAGE PLAN

THERE ARE N0 P0TENTIAL IMPACTs T0 sURFACE WATER 0R GR0UNDWATER REsULTING FR0M THIs PR0 ECT.

MAINTENANCE 0F THE sT0RM WATER MANAGEMENT sYsTEM Is THE REsP0NsIBILITY 0F THE 0WNER.

THE PR0P0sED DEVEL0PMENT Is N0T L0CATED WITHIN AN AIRP0RT 0BsTRUCTI0N N0TIFICATI0N AREA.

FD0T TYPE 

I.E.  16.54 (N)

I.E.  17.66 (W)

EP - 02

(T0 REMAIN)

TYPE E INLET

s - 09

TYPE P UNCTI0N B0X

54" FLARED END sECTI0N P - 04

P - 13

DRAINAGE BAsIN	BAsIN 1

FACILITY Is DEsIGNED T0 BE IN C0MPLIANT WITH A.D.A. GUIDELINEs.

B0TT0M UNCTI0N B0X INDEX 425-010
G.E.  ±22.30
I.E.  ±15.02 (E)
I.E.  ±14.00' (W)
Es - 03 CURB INLET

I.E. 16.09 (s)

Es - 07
 UNCTI0N B0X
M.H.  27.990
I.E. 16.55 (s)
I.E.  16.11 (W)

I.E.  ±18.05 (E)
Es - 11
18" M.E.s.
(T0 BE REM0VED)
Es - 12 CURB INLET

18" R.C.P. (T0 REMAIN)
EP - 03
18" R.C.P.
(T0 BE REM0VED)
EP - 04

EP - 07
18" R.C.P.
(153 LF. T0 REMAIN) (45 LF. T0 BE REM0VED)

s - 02
TYPE C INLET
FD0T INDEX 425 - 052
G.E.  24.30
I.E.  16.00 (N)
I.E. 16.00 (s)
I.E.  19.50 (W)

FD0T INDEX 425 - 052
G.E.  23.80
I.E.  13.50 (W)
I.E.  15.90 (sE)
I.E.  20.10 (sW)
s - 06

TYPE C INLET
FD0T INDEX 425 - 052
G.E.  23.80
I.E.  16.50 (s)
s - 10
24" FLARED END sECTI0N

FD0T INDEX 425 - 010
T0P  25.53
I.E. 13.75 (sE)
I.E.  13.75 (W)
I.E. 19.65 (sW)
s - 14

FD0T INDEX 430 - 020
I.E.  13.50 (E)

36" R.C.P 187 LF.
P - 05
15" R.C.P 235 LF.
P - 06
18" R.C.P 69 LF.

54" R.C.P. 396 LF.
P - 14
54" R.C.P. 104 LF.

C0NTR0L ELEVATI0N (FT- N.G.V.D.)	21.40
5 YEAR, 1 DAY sT0RM EVENT PERMITTED PEAK sTAGE (FT- N.G.V.D.)	22.41
25 YEAR, 3 DAY sT0RM EVENT PERMITTED PEAK sTAGE (FT-N.G.V.D.)	23.32
100 YEAR, 3 DAY sT0RM EVENT PERMITTED PEAK sTAGE (FT-N.G.V.D.)	24.04
5 YEAR, 1 DAY RAIN FALL	5.5"

E.0.P.  23.92
I.E.  19.85 (W)

Es - 08
30" M.E.s.

E.0.P.  24.83
I.E.  14.13 (N)
I.E.  17.25 (E)

30" R.C.P. (T0 REMAIN)

EP - 08
48" R.C.P.
(T0 BE REM0VED)

s - 03
TYPE D INLET

TYPE D INLET
FD0T INDEX 425 - 052
G.E.  24.61

FD0T INDEX 430 - 026
I.E.  14.70 (E)

48" FLARED END sECTI0N
FD0T INDEX 430 - 026
I.E.  13.50 (E)

P - 07
24" R.C.P 123 LF.

REQUIRED PERMITs
LEE C0UNTY DEVEL0PMENT 0RDER: D0s2020-XXXXX

25 YEAR, 3 DAY RAIN FALL
25 YEAR, 3 DAY PEAK DIsCHARGE

10.87"
8.17 CFs

       I

Es-04 CURB INLET
E.0.P. 24.11
I.E 19.26 (E)

(T0 BE REM0VED)

I.E.  13.88 (W)

FD0T INDEX 425 - 052
G.E.  24.50
I.E.  16.00 (E)
I.E. 16.00 (s)

I.E.  20.50 (NE)

s - 07
30" FLARED END sECTI0N

s - 11
TYPE D INLET
FD0T INDEX 425 - 052
G.E.  23.80

s - 15
TYPE D INLET FD0T INDEX 232

P - 08
54" R.C.P 115 LF.
P - 09
54" R.C.P 166 LF.

sFWMD : PER M0D. sFWMD - WUP: TBD
LEE C0UNTY UTILITIEs PERMIT: TBD .

100 YEAR, 3 DAY RAIN FALL	13.59"
FEMA FL00D Z0NE	"X"
MIN. BERM ELEVATI0N (FT- N.G.V.D.)	24.20
MIN. FINIsHED FL00R ELEVATI0N (FT- N.G.V.D.)	25.60

    11

Know what s below.
 all before you dig.

SHEET

I.E. 16.08 (W)

FD0T INDEX 430 - 020
I.E.  13.20 (E)

I.E.  20.50 (NE)

G.E.  24.30
I.E.  20.50 (E)

NPDEs - FDEP P0LLUTI0N PREVENTI0N PERMIT: TBD .

MIN. PARKING L0T ELEVATI0N (FT- N.G.V.D.)	23.80

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

8 0F 26

MATCHLINE A-A

N

72
4.900

24.00

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

PR0P. 6' CHAIN LINK FENCE WALL
5' sIDEWALK
22.50

20' DRAINAGE EAsEMENT

FL. LICENsE NUMBER: 58680

0	15	30

22.50

1"  30' (24"x36")
1"  60' (11"x17")

PR0P. LAKE FILL

LEGEND:

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

PR0P. BUILDING PR0P. PAVEMENT

79
4.800

PR0P. LAKE FILL

78
4.800

77
4.300

76
4.200

75
4.800

74
6.700

PR0P. FD0T FLARED END sECTI0N sEE FD0T INDEX 430-020

13.50

24.00

PR0P. LAKE FILL

91
8.200

97
16.100

25.28

25.30

24.90
24.40
24.40

24.50

24.90
24.40

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

PR0P. FD0T TYPE B0TT0M

92
5.700

93
5.400

94
5.400

95
7.500

96
10.100

 UNCTI0N B0X

24.03

23.80

24.90
24.40

24.00

±22.0

22.50

PR0P. LAKE FILL

22.50

PR0P. 6" ADs N-12 (TYP.)

22.50

24.00
22.50

WM

REVIsI0N DEsCRIPTI0N

PR0P. 6' HIGH CHAIN LINK FENCE WALL (TYP.)

24.21
1.2%

20' DRAINAGE EAsEMENT

B

20.02

5' sIDEWALK

11	PR0P. 15' DRAINAGE

18
21.374

WM

EAsEMENT

MATCHLINE A-A

20
20.844

19
20.174

29
22.104

24.80

25.50
25.00

25.70
25.20

24.00
22.50

22.50

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 08 - 10 GPD.dwg Friday, March 10, 2023 12:12:16 PM

C0NVERT EX. INLET T0 FD0T TYPE B0TT0M
 UNCTI0N B0X

25.50
25.00

24.80
24.30

BY

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

26
20.994

27
21.309

25.28
24.78

25.40
24.90

25.40
24.90

25.28

W24M.78

WM

25.15

DATE
12/03/21
02/24/22

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER

PR0P. 15' DRAINAGE EAsEMENT

E

PR0P. 6' sIDEWALK EXIsT. sTREET LIGHT AND
ELECTRIC B0X T0 BE REL0CATED BY 0THERs

PR0P. DETECTABLE WARNING sURFACE sH0ULD BE WET-sET

PR0P. RAMP F0R 2nd. LEVEL PARKING DEsIGN
BY 0THERs

25.15

EX. TEMPORARY EASEMENT
(T0 BE VACATED)

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

LEGEND

E

PR0P. sTRIPING CR0ss WALK sEE FD0T INDEX No. RL 711-001

PR0P. 6' sIDEWALK

PR0P. 16' sTABILIZED ACCEss DRIVE MATCH PR0P. sIDEWALK ELEV. EX. TYPE F CURB T0 REMAIN

EX. COVER
(T0 BE TRAFFIC BEARING)

PR0P. sL0T 0PENING

MATCHLINE (sEE sHEET 10)

PR0P. 15' DRAINAGE EAsEMENT

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

DR	DUMPSTER ROOM E	 ELEVATOR
MR	MECHANICAL ROOM
1	PARKING COUNT (GROUND FLOOR)

GRADING, PAVING  DRAINAGE

1	PARKING COUNT
(2 . FLOOR)

N
IN C

PLAN (SOUTH)

A s  

9

10

LEGEND
0 SHEET No.

KEY MAP

PR0P. 6' sIDEWALK TIE-IN EXIsT. sIDEWALK (ADA) , DETECTABLE WARNING sURFACE sH0ULD BE

       I
    11

Know what s below.
 all before you dig.

SHEET

WET-sET.

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

9 0F 26

N

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

PR0P. 15' DRAINAGE
EAsEMENT

0	15	30

85
7.700

82
8.200

81
8.000

87
14.200

88
18.000

89
16.900

PR0P. LAKE FILL

PR0P. LAKE FILL

PR0P. LAKE FILL

PR0P. 6" ADs N-12 (TYP.)

1"  30' (24"x36")
1"  60' (11"x17")

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

LEGEND:
PR0P. BUILDING PR0P. PAVEMENT

PR0P. LAKE FILL

24
21.338

23
21.146

PR0P. 25' DRAINAGE EAsEMENT

MATCHLINE (sEE sHEET 9)

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

EX. TEMPORARY EASEMENT (T0 BE VACATED)

PR0P. 15' DRAINAGE EAsEMENT

10' LEE C0UNTY UTILITY EAsEMENT
0R BK 4796 PG 4590

PR0P. RAMP F0R 2nd. LEVEL PARKING DEsIGN BY 0THERs

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

PR0P. 25' DRAINAGE EAsEMENT

EX. TEMPORARY EASEMENT
(T0 BE VACATED)

E

DATE
12/03/21
02/24/22

BY

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 08 - 10 GPD.dwg Friday, March 10, 2023 12:12:36 PM

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

LEGEND
DR	DUMPSTER ROOM E	ELEVATOR
MR	MECHANICAL ROOM
1	PARKING COUNT (GROUND FLOOR)

GRADING, PAVING  DRAINAGE

1	PARKING COUNT
(2 . FLOOR)

N
IN C

A s  

PLAN (NORTH)

9

10

LEGEND
0 SHEET No.

KEY MAP

       I
    11

Know what s below.
 all before you dig.

SHEET

sUNsHINE sTATE 0NE CALL 0F FL0RIDA, INC.

10 0F 26

TREELINE AVE. R.0.W.
35

EAsT
ɓ

5.98'

PR0 ECT sITE

20.00' BUFFER

12.19' GREEN AREA

18.00' PARKING
sPACEs

35	35

s0UTH

PR0 ECT sITE

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ɓ

ARB0RW00D VILLAGE

21.76'

EXIsTING sWALE

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

20.00'	35

PARKING

s W

18.00'

5.00'

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

DRAINAGE EAsEMENT

30
±27.59

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

27.00

30	30

±11.20'

10.56'

14.53'

0.67'

PR0P. 6' HIGH CHAIN LINK FENCE

4.80'	30

 WALL (TYP.)

±24.8
25

±25.5

WsWT EL. 21.40' NGVD

10.00' LEE

26.00

3   
1

24.65

EX. GRADE

25
23.80

25	±24.28

22.40

WsWT EL 21.40' NGVD

1

4

22.40

24.80

25.00

24.80

24.00	25
3
1

20	C0UNTY
UTILITY EAsEMENT

15.00'
sL0PE REsT0RATI0N EAsEMENT
15

20	20	20

PR0P. 54" RCP

DRAINAGE PIPE

EX. GRADE

15	15	15

10
40	20

0	20

10
40	60	80

10
40	20

0	20

10

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

40	60	80

sECTI0N "A"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

sECTI0N "B"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 11 - 12 Cross sections.dwg Friday, March 10, 2023 12:13:07 PM

35
24.80'

8.00'

PR0P. EXTERI0R C0LUMNs

25.00'

9.41'	35
C0VERED

35	C0NsERVATI0N EAsEMENT (ARB0RW00D CDD)

N0RTH
ɓ
LAKE BUFFER 0PEN sPACE TRACT (ARB0RW00D CDD) WIDTH VARIEs

PR0 ECT sITE

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
TAH PER SFWMD LETTER
JCU REVISED PER SFWMD COMMENTS

PR0P. 25.00'	35

BY

DRAINAGE EAsEMENT

BUILDING sETBACK
18.60'

C0NC. DECK

sIGN: "PREsERVE AREA

±13.50'
EX. D.E.

6.21'
GREEN AREA

18.00' PARKING

12.00' DRIVE AIsLE

30

25

LAKE
(C.E. 21.40' NGVD)

6.40'

23.0
4
1

23.2

2.00'
5.00'
s W

23.3

11.60'

±7
1

24.9

25.27

25.60

30
PR0P. BUILDING
MIN. F.F.E. 25.6 (NGVD)

25

±22.39

PLEAsE D0 N0T DIsTURB THIs AREA Is MANAGED F0R
30		NATIVE PLANTs AND WILDLIFE" PR0P. sTRUCTURAL BUFFER 0F sAND C0RDGRAss PLANTED @ MIN.1 GAL. C0NTAINER @ 3' 0.C.

25
±3.00'
±22.0

VARIEs
13.69'-13.14'
±1.50'

±13.00'
25.20' (MIN.)

VARIEs 1.00'-0.73'

PR0P. 6' HIGH CHAIN LINK FENCE

24.75

24.45

EX. GRADE

30

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

DATE
12/03/21
02/24/22
05/06/22
06/10/22
09/21/22

25

WsWT EL. 21.40' NGVD

20	DsWT 19.40' NGVD
PR0P. sL0PE BREAK EL. 17.40

17.40

±20.21

±21.05

20
EX. GRADE

D0UBLE R0W sILT FENCE sPACED 3' APART
20

EX. GRADE	20

15	15	15

2
1

15
PR0P. 54" R.C.P.
I.E. 16.00

10
40	20

10
0	80

10
40	20

0	20	40

10
60	80

100

5.0

80

sECTI0N "C"
60	scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

sECTI0N "D"

CROSS

SECTIONS

scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

SHEET 11 0F 26

TREELINE AVE. R.0.W.
35

EAsT

DATE:
PR0 . #: CAD TECH:

05 14 21

20-126
TAH

ɓ

5.98'

PR0 ECT sITE

20.00' BUFFER

12.15' GREEN AREA

18.00' PARKING
sPACEs

24.00'

34.72'

18.00' PARKING
sPACEs

35

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

8.00' sIDEWALK

30

±24.8
25

±25.5

10.00' UTILITY EAsEMENT

±27.59

26.00

PR0P. 6' HIGH CHAIN LINK FENCE (TYP.)

27.00
3   
1

24.65

EX. GRADE

30

25
23.80

WsWT EL. 21.40' NGVD
20

WsWT EL. 21.40' NGVD
20

PR0P. 18" R.C.P.
I.E. 20.00

15	15
PR0P. 36" R.C.P.
I.E. 15.90

PR0P.TYPE E INLET

PR0P. 36" R.C.P.

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

I.E. 13.50

10
40	20

0	20	40

60	80

10
100	120

sECTI0N "E"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 11 - 12 Cross sections.dwg Friday, March 10, 2023 12:13:19 PM

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
TAH PER SFWMD LETTER

						

						

24.00'	L0ADING 			
			DUMPsTER			
			Z0NE			

						

						
	25.35	24.85	24.61	25.35
24.85			
								
	±22.4							

					WsW
21.40	T EL. 
' NGVD		
								
	EX. GRADE							

								

		PR0P. TYPE				
		D INLET				

						

EAsT

BY

ɓ

35	12.00'	35

30	30

35

30

PR0P. 5' CR0ss WALK T0

REM0VE EX. 5' sIDEWALK ,

35

21.44'

PR0 ECT sITE

TREELINE AVE.

DATE
12/03/21
02/24/22
05/06/22
06/10/22

±12.73'

s W

5.73'

2.00'
5.00'

ss

HAVE 2.0% MAX. CR0
sL0PE

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

30

TYPE F CURB

CURB

PR0P. DR0P

25	25	25

20	20	20

15	15	15

± 2.9%

24.86

24.90    25.00

25.80

EX. GRADE

WsWT EL. 21.40' NGVD

±25.26

± 1.0%
25

20

15

10
60	40	20

0	20

10
40	60

10
40	20

0	20

10

CROSS

SECTIONS

40	60

sECTI0N "F"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

sECTI0N "G"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

SHEET 12 0F 26

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

WEsT
ɓ

05 14 21

20-126
TAH

40.14'

WEsT
ɓ

DATE:
PR0 . #: CAD TECH:

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

52.35'

24.80'

16.00'

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

1.48'

25.00' BUILDING sETBACK

24.64'

5.00'	10.50'

EL. 24.90'

PR0P. BUILDING "F" MIN. F.F.E. 25.6 (NGVD)

24.80'

25.10'

16.00'

8.98'

25.00' BUILDING sETBACK

5.00'	13.27'

EL. 24.90'

PR0P. BUILDING "D" MIN. F.F.E. 25.6 (NGVD)

LAKE
(C.E. 21.40' NGVD)

DsWT 19.40' NGVD

EL. = 20.2

5'

EL. 17.40'

EX. EOW
EL. 21.40'

EL. 23.50'
EL. 23.40'

EL. = 21.41'

EL. 25.25'

EX. GRADE

EL. 25.60'

EL. = “22.05'

LAKE

DsWT 19.40' NGVD

(C.E. 21.40' NGVD)

EL. = 18.00'

EL. 17.40'

EX. EOW

EL. 21.40'

EL. 23.50'
EL. 23.40'

EL. = 21.15'

EX. GRADE

EL. 25.25'

EL. 25.60'

EL. = 15.80'

sECTI0N "L"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

sECTI0N "0"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

EL. 5.00'

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

EL. 5.00'

WEsT
ɓ

54.70'
24.80'

16.00'

40.00'
25.00' BUILDING sETBACK

17.86'

EL. 23.50'
EL. 23.40'

5.00'	7.78'

EL. 24.90'

EL. 25.25'

PR0P. BUILDING "E" MIN. F.F.E. 25.6 (NGVD)
EL. 25.60'

24.80'

16.00'

PR0P. E.0.W.

25.00' BUILDING sETBACK

EL. 23.80'

PR0P. AMENITY BUILDING

REVIsI0N DEsCRIPTI0N

MIN. F.F.E. 24.50' (NGVD)

EL. 24.50'

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 11 - 12 Cross sections.dwg Friday, March 10, 2023 12:13:33 PM

LAKE
(C.E. 21.40' NGVD)

EL. = 21.00'

EX. EOW
EL. 21.40'

LAKE

DsWT 19.40' NGVD

(C.E. 21.40' NGVD)

EL. 21.40'

EX. E.O.W. EL. = 20.00'

EL. = 20. 4'

EL. = 20.00'

DsWT 19.40' NGVD

EL. 17.40'

EL. = 21.25'

sECTI0N "M"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

EX. GRADE

BY

EL. 17.40'

sECTI0N "P"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

EX. GRADE

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

DATE

EL. = 9.40'

EL. = 8.20'

EL. 5.00'

EL. 5.00'

LAKE

CROSS SECTIONS

SHEET 12a0F 26

ATTENTI0N Is DIRECTED T0 THE FACT THAT THEsE PLANs MAY HAVE BEEN REDUCED IN sIZE BY REPR0DUCTI0N. THIs MUsT BE C0NsIDERED WHEN 0BTAINING sCALED DATA.

05 14 21

20-126
TAH

25.30'

25.00' BUILDING sETBACK

WEsT

DATE:
PR0 . #: CAD TECH:

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

49.40'

24.80'

16.00'

EX. EOW

9.98'

EL. 23.50'
EL. 23.40'

5.00'

10.32'

EL. 24.90'

EL. 25.25'

PR0P. BUILDING "B" MIN. F.F.E. 25.6 (NGVD)
EL. 25.60'

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

24.80'

24.41'

16.00'

7.80'

25.00' BUILDING sETBACK

5.00'	12.20'

EL. 24.90'

PR0P. BUILDING "D" MIN. F.F.E. 25.6 (NGVD)

LAKE
(C.E. 21.40' NGVD)

EL. 17.40'

EL. 21.40'

DsWT 19.40' NGVD

AREA 176 s.F.

EL. = 19.20'

EX. GRADE

EL. = 22.00'

LAKE
(C.E. 21.40' NGVD)

DsWT 19.40' NGVD

EL. 17.40'

PR0P. E0W

EL. 21.40'

EL. 23.50'
EL. 23.40'

EX. EOW EL. = “18.88'

sECTI0N "U"

EL. 25.25'

EL. = 21.30'

EL. 25.60'

EX. GRADE

EL. 5.00'

EL. = 11.10'

sECTI0N "R"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

EL. = 14.20'

AREA 61 s.F.

scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

EL. 5.00'
25.30'

25.00' BUILDING sETBACK

24.80'

16.00'

9.80'

EL. 23.50'
EL. 23.40'

5.00'	10.50'

EL. 24.90'

EL. 25.25'

PR0P. BUILDING "A" MIN. F.F.E. 25.6 (NGVD)
EL. 25.60'

WEsT

33.70'
25.00' BUILDING sETBACK

LAKE

DsWT 19.40' NGVD

(C.E. 21.40' NGVD)

PR0P. E0W EL. 21.40'

EX. EOW

EL. = 20.84'

EX. GRADE

24.80'

8.00'
16.00'

3.00'

7.60'

EL. 23.50'

5.00'

10.10'

EL. 24.90'

EL. 25.25'

PR0P. BUILDING "E" MIN. F.F.E. 25.6 (NGVD)

REVIsI0N DEsCRIPTI0N

EL. 25.60'

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 11 - 12 Cross sections.dwg Friday, March 10, 2023 12:13:47 PM

EL. 17.40'

EL. 21.40' PR0P. E0W

EL. 23.40'

EL. = 14. 0'

EL. = 15. 0'

AREA 81 s.F.
sECTI0N "s"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

LAKE

DsWT 19.40' NGVD

(C.E. 21.40' NGVD)

EL. 17.40'

sECTI0N "V"
scales: 1"  10' (H0RIZ.) (24x36)

EL. = 21.52'

DATE

BY

EX. GRADE

EL. 5.00'

EL. = 14.50'

AREA 135 s.F.

1"  5' (VERT.) (24x36)

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

24.80'

25.02' BUILDING sETBACK

24.80'

16.00'

10.50'

EL. 23.50'

5.00'

14.50'

EL. 24.90'

PR0P. BUILDING "C" MIN. F.F.E. 25.6 (NGVD)
EL. 25.60'

EL. 5.00'

EL. 23.40'
PR0P. E0W

LAKE

DsWT 19.40' NGVD

(C.E. 21.40' NGVD)

EL. 21.40'

CROSS SECTIONS

EX. EOW

EL. 17.40'

EL. = “20.00'

EX. GRADE

LAKE

AREA 101 s.F.

EL. 5.00'

sECTI0N "T"
scales: 1"  10' (H0RIZ.) (24x36)
1"  5' (VERT.) (24x36)
1"  20' (H0RIZ.) (11x17)
1"  10' (VERT.) (11x17)

SHEET 12b0F 26

C0NTR0L sTRUCTURE T0 UsE UsF #6606 GRATE
3'-4"

2"

PAVEMENT

27-7 8" x 35-7 8"

PAVEMENT FRAME GRATE

48 3 4" x 35 1 2" (GRATEs)

1 1 2" AsPHALTIC C0NC. TYPE sP-9.5 (2 LIFTs) (FD0T sPEC 334),GRADE RC-70 0R RC-250, sHALL BE APPLIED AT A RATE 0F 0.10 GAL.

1" AsPHALTIC C0NC. TYPE sP-9.5 (FD0T sPEC

DATE:
PR0 . #: CAD TECH:

09 243 210

20-126
TAH

ENGINEER: PETER M. MAAsTRICHT, P.E.

334),GRADE RC-70 0R RC-250, sHALL BE APPLIED AT A RATE 0F 0.10 GAL. sQ. YD. (F.D.0.T. sPEC. 300)

FL. LICENsE NUMBER: 58680

2.5" AsPHALTIC C0NC. TYPE sP-12.5 (2 LIFTs)

4'0

2 1 4"

33-12" x 41-3 4"
FRAME

4'-8"

GRAss (sWALE) GRATE (sEE GRATE TYPEs BEL0W)

(sEE GRATE
TYPEs BEL0W)

PAVEMENT

23 3 4"

PAVEMENT FRAME GRATE: FRAME: UsF #4141
GRATE: UsF #6236

23 3 4"

1 3 4"

sQ. YD. (F.D.0.T. sPEC. 300)

6" LIMER0CK BAsE C0URsE C0MPACTED T0 A MIN. DENsITY 0F 98% AAsHT0 T-180 LBR 100. (F.D.0.T. sPEC 200)

12" sTABILIZED sUBGRADE

10" LIMER0CK BAsE C0URsE C0MPACTED T0 A MIN. DENsITY 0F 98% AAsHT0 T-180 LBR 100. (F.D.0.T. sPEC 200)
12" sTABILIZED sUBGRADE C0MPACTED T0 A MIN. DENsITY 0F 98% AAsHT0 T-180 LBR 40. (F.D.0.T.

PLAN

3'-1"

#4 BARs @ 12" CNTRs. B0THWAYs

24" R.C.P.

2'-0"

CAsT IR0N GRATE sEE FD0T INDEX #232 F0R DETAILs

0PTI0NAL GRATE TYPEs:
UsE UsF GRATE #6212 AND FRAME #4160 IN PAVEMENT AREAs UsE UsF GRATE #6210 IN GRAss AREAs
UsE UsF GRATE #6209 L0NG sPAN IN GRAss AREAs

57" x 44" (FRAME)

FRAME GRATE DETAIL PAVEMENT INLET TYPE "E"

C0MPACTED T0 A MIN. DENsITY 0F

7"

98% AAsHT0 T-180 LBR 40. (F.D.0.T.
sPEC. 160)

PAVEMENT DETAIL ( 0N sITE)

sPEC. 160)

(239) 362-1605  FBPE # 28825

ACCEss DRIVE PAVEMENT DETAIL (WITHIN C0UNTY MAINTAINED R W  EAsEMENTs)

CL

4'0

1-1 4"
6" CL.
(TYP.)

8"

As REQUIRED

GRATE EL. 25.20'

5 3 4"

PLAN

3'-4"

2'-0"

INsTALL BENCHMARK DIsK

8"

T00LED EDGE

INLET TYPE C
FRAME  GRATE DETAIL
N.T.s.

6"

4'-1"

2 1 4"

3'-0"

2'-0"

36"

2 1 4"

3'-1"

18"

6"

N.T.s.

12"

2 1 4"

(TYP.) 2" CL.

3'-0"

2'-0"

GRATE (sEE N0TE 5) 0R CAsT
IR0N GRATE sEE FD0T INDEX #232 F0R DETAILs.

2"

2 1 4"

N.T.s.

15.38'

6"

12.38'

N.T.s.

F0RT MYERs, FL 33907

UN0BsTRUCTED CLEAR sPACE (TYP.)

7370 C0LLEGE PARKWAY, sUITE 211

BIKE RACK (TYP.)

7.625'

MIN. 1.5" DIAMETER R0UND TUBING

3" MINIMUM
CLEARANCE (TYP.)

3" MINIMUM
CLEARANCE (TYP.)

2" CL.

18"

36"	36"	18"	36"	18"

#4 BARs @ 12" CNTRs B0THWAYs

sT0RM DRAIN (30'
MAX.)

24" R.C.P.

HGT. VARIEs - 15' MAX sEE INDEX N0. 201 F0R REIN. M0D. F0R
DEPTHs 13' T0 15'

sLUMP

36"

36" MIN.

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

INV. EL. 20.0'

2" CL

sECTI0N

#4 BARs @ 9" CTRs.

8"

sECTI0N

#4 BARs @ 12" CTRs.

INLET N0TEs:

PLAN VIEW	sECTI0N
REC0MMENDED MAXIMUM PIPE sIZEs: 2'-0" WALL - 18" PIPE
3'-1" WALL - 24" PIPE

N0. 4 BARs @ 12" 0.C.

sIDEWALK

6"

8"

18" MIN.

(2) 6" x 6" x .375" MIN. sQUARE
FLANGE M0UNTING PLATE WITH
(4) 5 8" DIAMETER M0UNTING

INLET sTRUCTURE B0TT0M (FD0T) TYPE P
INL-P.dwg (2005)
N.T.s.

25.20' MIN.

REFER T0 FD0T sTD. PLANs 425-052 F0R ADDITI0NAL AND sUPPLEMENTARY DETAILs.

sTRUCTUREs MAY BE CAsT IN PLACE 0R PRE CAsT WITH CLAss 1 (MIN 3000 PsI) C0NCRETE PER FD0T sECTI0N 425. C0NCRETE As sPECIFIED BY AsTM C-478 (MIN 4000 PsI) MAY BE UsED IN PRE CAsT ITEMs MANUFACTURED IN PLANTs As sPECIFIED IN FD0T sTD. PLANs 425-052.

R.C.P. sHALL BE REINF0RCED C0NCRETE PIPE

PLACE s0D 4' 0N ALL sIDEs 0F INLET IN GREEN AREAs UNLEss 0THERWIsE N0TED.

F0R "C" INLETs UsE UsF GRATE #6212 AND FRAME #4160 F0R PAVEMENT AREAs. UsE UsF GRATE #6210 0R #6209 (L0NG sPAN) F0R GRAssED AREAs.

ALL INLET GRATEs sHALL BE C0VERED WITH FILTER FABRIC DURING C0NsTRUCTI0N.
*AT INLETs INDICATED WITH sUMP, sEE PLANs.

N0TEs:
L0CATE RACKs PER sITE PLAN.
M0UNT RACKs 0N C0NCRETE F0UNDATI0Ns MEETING
sIDEWALK DETAIL.
ANCH0R RACKs T0 C0NCRETE WITH FLANGE AND RAMsET B0LTs PER MANUFACTURER's REC0MMENDATI0Ns.
RACKs sHALL HAVE A P0WDER C0AT 0R 0THER WEATHER-PR00F sURFACE As APPR0VED BY THE TRANsP0RTATI0N 0FFICIAL.
EACH RACK T0 HAVE 3' MINIMUM CLEARANCE.

BIKE RACK DETAIL

H0LEs.

sCHEDULE 40 PIPE, AsTM F 1083, BENT IN 0NE PIECE , M0UNTED sECURELY T0 THE GR0UND BY A (3 8") THREE-EIGHT INCH THICK sTEEL BAsE PLATE AsTM A 36, s0 IT Is CAPABLE 0F sECURING THE BICYCLE FRAME AND B0TH WHEELs..

To Be Paid For Under The Contract Unit Price For Inlets, Manholes 0r nction Boxes, EA.

Riser 0r Inlet Top (Type A Riser shown)

Reference Top sla. Depth

t
Top sla.

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 13 GPD Details.dwg Friday, March 10, 2023 1:32:35 PM

Bars A Bars B

2" Cl.
(see Note 9)

3'-6" 0r
4'-0"

#4 @ 12" BW (CIPL)
see Ta.le 1 for Precast

Reference Bottom sla. Depth

Extra #4's At 0pening (2 A.ove @ 3" Min. spacing
 1 Each side)

EX. 1 " W. [ 3" H. BLEEDER T0 BE M0DIFIED T0: 18" W. x 3" H. BLEEDER
INV. EL. 21.4'

sECTI0N

EXIsTING

5'-6"(66")

4'-4"(52")

C0NF0RMING T0 F.D.0.T. sEC. 941.

TYPE 'C' INLET
F.D.0.T. sTD. PLANs INDEX 425-052 N.T.s.

N.T.s.

FINIsHED GRADE BEF0RE s0D T0 BE 1 2" BEL0W T0P

WIDTH As sPECIFIED 0N PLANs 4" THK. 3,000 PsI C0NCRETE
sL0PE 2%

FINE BR00M FINIsH

REVIsI0N DEsCRIPTI0N

TAH PER LEE COUNTY LETTER SEPT. 2021 TAH PER LEE COUNTY LETTER
TAH PER LEE COUNTY LETTER
JCU REVISED PER SFWMD COMMENTS

T00LED EDGEs T0P 0F s0D R00T LAYER T0 BE 1.0" BEL0W T0P EDGE 0F sIDEWALK

str ct re Bottom

sla. Thickness (see Ta.le 7)

3"	6"

#4 @ 12" BW

C0NTR0L sTRUCTUREs Cs-1, Cs-2, Cs-3, Cs-4
M0DIFIED TYPE C INLET

EDGE 0F sIDEWALK	C0MPACTED sUBGRADE

4'-4"(52")

3'-4"(40")

(CIPL 10' Dia.)
see Ta.le 1 for
t	Precast 10' Dia.

BY

N0T T0 sCALE FD0T sTD. PLANs #425-052

N0TEs:

sIDEWALK sECTI0N
N.T.s.

(0N sITE)

sla. Thickness
(see Ta.le 7)

Bars A
*N0TE:

Bars B

Bottom sla.

DITCH B0TT0M "E"

6" WEIR WALL

1. C0NCRETE T0 BE F.D.0.T. CLAss I, 3,000 PsI MINIMUM, WITH 1-1 2" DEEP

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

DATE
12/03/21
02/24/22
05/06/22
01/06/23

C0NTRACTI0N 0INTs AT 5' INTERVALs.

When the inside diameter of a ro nd str ct re is not more than 1'-6" larger than the opening in the riser or top sla., the top of the str ct re or riser shall
.e constr cted according to the "special Top sla." details on this sheet.

CAsT IR0N INLET GRATEs (FD0T INDEX #232)

sWALE GRATE: CAsT IR0N (FD0T INDEX #232) APPR0X. 465 LBs.
L0NG sPAN: UsF #6608 sTEEL GRATE

(IF APPLICABLE)

6' PRE-CAsT C0NCRETE WHEEL sT0P
N.T.s.

3'-0"

PR0P0sED GRADE

(ALTERNATE A)

Riser, Inlet 0r Inlet Top (Type B Riser shown)

2-1 4"

4'-4"

2-1 4"

5-3 4"

4'-4"

3'-0"

5-3 4"

8"

1 4"R

1 4"

1 4"R

2"

12"

1 8"

1-1 2"

TABLE 0F sIDEWALK 0INTs TYPE	L0CATI0N
PC PT 0F CURVEs

6" THK. 3,000 PsI C0NCRETE

4" LIMER0CK BAsE C0URsE C0MPACTED.

Reference Bottom sla. Depth

Reference Top sla. Depth

Top sla. Bars A
Bars B

3" Cl.

3'-6"

t (Type A) or t (Type B)
Hori . Wall Reinf. (see Ta.le 8)

4'-6"

#4 @ 12" Ctrs. (Vertical Bars)

3'-0"

To Be Paid For Under The Contract Unit Price For Inlets, Manholes 0r nction Boxes, EA.

8"	8"

2" CI.

PIPE sIZE VARIEs

TYPE "A"	TYPE "B" 1 2"

5'-10"

1 4"R

UNCTI0N 0F EXIsTING NEW sIDEWALKs
5'-0" CENTER T0 CENTER 0N sIDEWALKs
WHERE sIDEWALK ABUTs C	C0NCRETE DRIVEWAYs
AND sIMILAR sTRUCTUREs.

3' CURB ENDING DETAIL
N.T.s.

sIDEWALK DETAIL

6" sTABILIZED sUBGRADE C0MPACTED.

sla. Thickness (see Ta.le 6)

3"

Extra Reinforcing

Vertical Wall Reinf. (see Ta.le 8)
6"

2" CI.

Hori ontal Wall Reinf. (see Ta.le 8)

12" DRAIN H0LE (WHERE

INV.

(sEE PLAN VIEW)

TYPE "C"

VARIEs

1 2" PRE-M0LDED EXPANsI0N 0INT MATERIAL

BLDG. 0R PR0PERTY LINE

(WITHIN C0UNTY MAINTAINED R W  EAsEMENTs)

GRADING, PAVING 

DRAINAGE DETAILS

N.T.s.

At 0pening (see Note)
t

VARIEs 15' MAX
sEE INDEX N0. 201, sH. 4 5 F0R REINF. M0D. F0R DEPTHs 13' T0 15'

3" Cl. (single Layer)
0r 2" Cl. (Do .le Layer) to Hori ontal Bars (Typ. For Walls)

REQUIRED)

2' sUMP (IF REQUIRED)

# 4 BARs @12" CTRs.

5' (TYP)	A

NEW sIDEWALK

R W LINE	VARIEs
1 4" sL0PE PER FT.
EXIsTING
sIDEWALK

9"
FIN. GRADE	6"

str ct re Bottom

2"R

8"

T0P 0F CURB

PT PC	1'-0"

sla. Thickness (see Ta.le 6)

Bars A	Bars B	Bottom sla.

N0TE:
Provide one extra #4 .ar reinforcement each side of each opening and two extra #4 .ars at 3" min. spacing a.ove each opening.

6"

PLAN VIEW

2"

12"

sECTI0N

8"

DRAIN H0LE 
FILTER FABRIC (WHERE REQUIRED)

TYPE "C"
 0INT

A TYPE "B"
 0INT

1'-6"

N0TE:

TYPE "A"
 0INT

sECTI0N A-A

PAVEMENT (sEE PAVEMENT sECTI0N)

PR0FILE

T0P 0F PVMT. PR0FILE

E.0.P

(ALTERNATE B)

FD0T INDEX N0. 232 REC0MMENDED MAXIMUM PIPE sIZEs:
3'-0" WALL-24" PIPE
4'-6" WALL-42" PIPE
TYPE "E" INLET

3,000 PsI MIN. C0NCRETE (MIN. 4" THICK) F0UNDATI0N sHALL BE FREE 0F s0D AND 0THER 0RGANIC MATERIAL. sAW CUT 0INTs sHALL BE 0N 5' CENTER.
sIDEWALK 0INTs DETAIL
CB-WALK.DWG (2007)
N.T.s.

TYPE "D" CURB
N.T.s.

1' CURB ENDING DETAIL
N.T.s.

SHEET 13 0F 26

N

DATE:
PR0 . #: CAD TECH:

01 06 23

20-126
 CU

ENGINEER: PETER M. MAAsTRICHT, P.E.

FL. LICENsE NUMBER: 58680

0	25	50

1"  50' (24"x36")

7370 C0LLEGE PARKWAY, sUITE 211 F0RT MYERs, FL 33907  (239) 362-1605  FBPE # 28825

1"  100' (11"x17")

EXIST. 20' DRAINAGE EASEMENT (TO REMAIN)

DEVEL0PER:
PREMIUM 200 TREELINE AVENUE, LLC
777 BRICKELL AVE., sTE. 640
MIAMI, FL 33131

PR0PERTY B0UNDARY

EXIST. 20' DRAINAGE EASEMENT (TO REMAIN)

PR0PERTY B0UNDARY

Y:\Maastricht Engineering\CAD\2020\20-126\- Tim Home 3-21-22\PL0T\05-14-21\20-126 sht 13A - EAsEMENT EXHIBIT.dwg Friday, March 10, 2023 1:36:43 PM

PR0P. 15' DRAINAGE EAsEMENT

PR0P. 15' DRAINAGE EAsEMENT

REVIsI0N DEsCRIPTI0N

PR0P. 15' DRAINAGE EAsEMENT

JCU REVISED PER SFWMD COMMENTS

PR0 ECT sITE 478,378 s.F.

BY

(10.98 ACREs)

DATE
01/06/23

PR0P. 15' DRAINAGE EAsEMENT

EXIST. TEMP. EASEMENT
(T0 BE RELEAsED)

EXIST. TEMP. EASEMENT
(T0 BE RELEAsED)

PR0P. 25' DRAINAGE

TREELINE AVE. 153 UNIT MULTI-FAMILY
TREELINE AVENUE FT. MYERS, FL 33913

EAsEMENT

PR0P. 15' DRAINAGE EAsEMENT

PR0P. 15' DRAINAGE EAsEMENT

EXIST. TEMP. EASEMENT
(T0 BE RELEAsED)

PR0PERTY B0UNDARY

PR0P. 25' DRAINAGE
EAsEMENT

DRAINAGE EASEMENT

EXHIBIT

PR0PERTY B0UNDARY

SHEET 13a0F 26

TREELINE AVENUE BASIN C
FOR
TREELINE 153 UNIT MF

Job Number: 20-126 Project Location:
Section 23, Township 45 South, Range 25 East Fort Myers, Florida 33913

Drainage Calculations

Prepared by:
Peter M. Maastricht, P.E.

of

Maastricht Engineering, Inc. 7370 College Parkway, Ste. 211 Fort Myers, FL 33907
Phone: (239) 362-1605 6/01/22

Peter M. Maastricht, P.E. Florida License Number: 58680

Project Background

The purpose of this report is to provide surface water management calculations and data for design of the proposed multi-family development within Basin C for Treeline Avenue and to accompany an Environmental Resource Permit (ERP) Modification Application to be submitted to the South Florida Water Management District (SFWMD). The proposed project consists of the addition of a proposed multi-family development located within Treeline Avenue, Basin C in Lee County, Florida. Modifications to Basin C-2 included in approved applications 051202-17 approved 08-08-06 and 070328-10 approved 05-08-07 and 070907-16 approved on 10-15-07 and application 140902-23 approved on 10-10-14 and application 210106-5049 approved on 2-12-21. No changes to Basin C-1, approved in application 041018-5 approved 12-16-04, are proposed.

The multi-family site is located on the west side Treeline Avenue approximately 1400 feet north of Daniels Parkway. The site is composed of a portion of an existing stormwater management lake and open space around the lake. Off-site wetlands exist west and north of the existing lake. These wetlands are permitted to accept discharge from Basin C via four (4) existing control structures spaced around the lake. Multiple structures from the single basin were previously requested by the SFWMD environmental reviewers to spread out the flow into the wetlands.

Existing grades on the site vary from 21.0’ to 22.0’ NGVD. The permitted wet season water table elevation is 21.4’ NGVD, based on the original permit for the project.

The proposed water management system consists of a wet detention lake that outfall through four (4) water control structures into the wetlands on the north and west sides of the lake and then to the Six Mile Cypress Slough via wetlands, swales, and flow-ways. Stormwater that runs off the roofs either flows overland or through storm drains into the lake. Runoff is discharged through the water control structures. Discharged water flows through an existing swale, ditches, and flow-ways to the Six Mile Cypress Slough.

Approximately 46.59 acres of the site will be within the controlled water management system, Basin C. Off-site Basin C-2 Arborwood Village (f.k.a. Dantree Commercial) also has water quality and quantity provided within the Basin C System. Basin C-1 will pass-through drainage from an offsite basin. Offsite Basin C-1 includes 74 acres (primarily undeveloped) which currently sheet flows to the west. 68.8 of Basin C-1 historically drained to the west through Basin C. This 68.8 acres has been recently developed under 36-08936-P and now discharges to the north into wetlands located to the east and north of the that parcel. Offsite Basin C-2 includes an additional 22.18 acres and will be treated for water quality and quantity in the existing lake. The proposed control elevation of Basin C and Basin C-2 is 21.4’ NGVD per the approved permits. The proposed wet season water table elevation of basin C-1 is 22.0’ NGVD per the approved permit.

The system has been analyzed to simulate a 5-year, 24-hour storm event, a 25-year, 3-day storm event and a 100-year, 3-day event with zero discharge. Peak discharge for the 25-year event is 8.10 cfs, which is less than the permitted allowable discharge for the site (8.27 cfs). Peak design stages for the 5 year, 24-hour storm event, 25 year, 3-day storm event, and 100 year, 3-day, 0 discharge storm event are as follows:

Peak Storm Elevation

Basin	5 Year	25 Year	100 Year	
Basin C	22.20	24.83	25.44	
Offsite Basin C-1	22.35	22.94	23.16	
Offsite Basin C-2	23.64	24.88	25.48	

The minimum design elevations for the roadway, perimeter berm, and buildings are as follows:

Minimum Design Elevations
Basin	Development
Roadway	Treeline Roadway	Perimeter Berm	Finished Floor	
Basin C	23.8	25.50	25.20	25.60	
Offsite Basin C-2	24.25	-	25.20	25.70	

Water quality for Basin C and C-2 is accomplished in the lake between elevations 21.4’ NGVD and 21.85’ NGVD, a volume of 9.57 acre-feet (Basin C-1 was reduced by 68.83 ac). This includes an additional 0.5 inches of volume for Basin C due to discharging into sensitive waters. The 0.5 inches of pre-treatment for Basin C-2 is provided within Basin C-2 (commercial ). The proposed control structures regulates discharge using a 17”w x 3”h rectangular orifice with an invert elevation of 21.4’ NGVD for each of the four (4) structures.

Proposed Area Breakdown
Total Area	(All Basins)	=	(143.74 ac.)

Basin “C” Total Area	=	59.56 ac.	
Conservation Out of Basin	=	12.97 ac	
Other Out of Basin	=	0.00 ac	
Treeline ROW	=	16.36 ac	
Commercial ROW	=	0.57 ac	
Commercial Tract/ Office/ Retail/MF (upland)	=	7.64 ac	
Institutional – EMS Site	=	0.85 ac	
Lake	=	21.18 ac	

Basin “C” Water Management Area Basin “C” Total Area	

=	

46.59 ac	
Impervious Building (Roof)	=	2.33 ac	
Paving	=	17.56 ac	
Lakes	=	21.18 ac	
Wetlands	=	0.00 ac	
Pervious	=	5.52 ac	

Basin C-1 BU-1 Offsite Water Management Area	
Basin C-1 BU-1 Offsite Total Area	=	64.37 ac	
Impervious Building (Roof)	=	0.0 ac	
Paving	=	0.5 ac	
Lakes	=	0.0 ac	
Wetlands	=	0.0 ac	
Pervious	=	63.87 ac	

Basin C-1 BU-2 Offsite Water Management Area	
Basin C-1 BU-2 Offsite Total Area	=	9.6 ac	
Impervious Building (Roof)	=	0.3 ac	
Paving	=	6.0 ac	
Lakes	=	0.0 ac	
Wetlands	=	0.0 ac	
Pervious	=	3.4 ac	
Basin C-2 Offsite Water Management Area Basin C-2 Offsite Total Area	
=	
25.05 ac	
Preservation	=	2.87 ac	
Basin C-2 Offsite Area	=	22.18 ac	
Impervious Building (Roof)	=	5.70 ac	
Paving	=	11.16 ac	
Lakes	=	0.0 ac	
Wetlands	=	0.0 ac	
Dry Detention	=	1.12 ac	
Pervious	=	3.4 ac	
Soil Storage Calculations			

Basin	Average Developed
Grade (ft)	Depth to WSWT	%
Pervious	Basin Area (ac)	Soil Storage
(in.)	
S	
CN	
C	24.20	2.8	12.0%	46.59	0.50	1.96	84	
C-1 BU-1	22.30	0.3	99.6%	64.37	0.10	1.11	90	
C-1 BU-2	23.05	1.1	35.0%	9.6	0.16	0.13	99	
C-2	24.20	2.8	18.9%	22.18	0.80	1.47	87	

Note:
The average elevations for each Land Use Category are as follows: Lakes = 21.4’
Bldg Areas = 25.6’
Roadways & Other Pavement = 23.8’ Green Areas = 23.5’
The distance to water table is calculated as average elevation minus the control elevation
Compacted Water Storage was determined using Surface Water Design Aid Section E in the SFWMD “Basis of Review”.

Soil Storage (in.) = Compacted Water Storage x %Pervious
S= Soil Storage x Basin Area x 1 ft/ 12 in.
CN (curve number) = 1000/ (10+S)

Basin	

Event	Stage, Ft NGVD	Discharge (cfs)	
		Per Permit No. 36-06455-P	
Proposed	Per Permit No. 36-06455-P	
Proposed	
C	Control Elevation	21.4	21.4			
	Water Quality Stage*	22.0	21.85			
	Required water Quality	10.73	9.16			
	Provided Water Quality	10.75	9.57			
	5yr 1 day	24.17	22.25			
	Minimum Road Elev.	24.30	23.80			
	Min. Elev. Treeline Ave.	25.50	25.50			
	25yr 3day	24.95	24.84	12.15	8.11	
	Allowable Discharge			12.23	8.25	
						
	Minimum Berm Elev.	25.20	24.80			
	100yr 3 day – 0 Discharge	25.59	25.44			
	Min. Finished Floor	25.70	25.60			
						
C-1	Control Elevation	22.00	22.00			
	5yr 1 day	22.80	22.27			
	Minimum Road Elev.	NA	NA			
	25yr 3 day	23.04	22.94			
						
	Minimum Berm Elev.	NA	NA			
	100yr 3day – 0 Discharge	23.32	23.16			
	Min. Finished Floor	NA	NA			
						
C-2	Control Elevation	21.40	21.40			
	5yr 1 day	24.23	23.64			
	Minimum Road Elev.	24.25	24.25			
	25yr 3 day	25.02	24.88			
						
	Minimum Berm Elev.	25.20	24.90			
	100yr 3day – 0 Discharge	25.63	25.48			
	Min. Finished Floor	25.70	25.70			

Basin	Description	Previously Permitted	Proposed	
C	No. of Structures	4 EA	4 EA (identical)	
	Bleeder	17”w x 3”h Orifice at 21.4’	17”w x 3”h Orifice at 21.4’	
	Weir	None	None	
	Grate Elev.	25.3’ NGVD	25.3’ NGVD	
	Pipe	20 LF of 24” RCP	20 LF of 24” RCP	
				
C-1*	No. of Structures	1 EA (JB-2)	1 EA (JB-2) (identical)	
	Bleeder	79”w x 6”h Orifice at 22.0’	79”w x 6”h Orifice at 22.0’	
	Weir	None	None	
	Grate Elev.	25.2’ Min.	25.2’ Min.	
	Pipe	54” RCP	54” RCP	
				
C-2	No. of Structures	2 EA	2 EA (identical)	
	Bleeder	0.25” At 21.4’	0.25” At 21.4’	
	Weir	None	None	
	Grate Elev.	23.5’ NGVD	23.5’ NGVD	
	Pipe	80 LF of 36” RCP	80 LF of 36” RCP	

Basin C Water Management

Site Data
Acreage
Basin Area	= 46.59 ac
Impervious
Buildings (roofs)	= 2.33 ac
b.Paving	= 17.56 ac
Lakes	= 21.18 ac
Wetlands	= 0.00 ac
Pervious	= 5.52 ac

Minimum Elevations
Roads	= 23.80’ NGVD
Floors	= 25.60’ NGVD
Total Permitted Allowable Discharge = 12.23 cfs per ERP 36-06455-P Proposed allowable discharge at 37 CSM:
Basin C:	2.69 cfs
Basin C2:	 1.28 cfs Basin C1:	4.28 cfs Total:	8.25 cfs

Water level Elevations
Wet Season Water table 21.4’ NGVD

Rainfall amounts (24 hour)
5 Year 1 Day	= 5.5 inches
Design (25 Year)	= 8 inches (This will be adjusted to 72 hour event later)
Design (100 Year)	= 10 inches (This will be adjusted to 72 hour event later)

Design Criteria
Quality
Since this is proposed wet detention system, then whichever is the greater of
The first inch of runoff from the entire site, or
The amount of 2.5 inches times the percentage of imperviousness.

Quantity
The allowable peak discharge is 2.69 cfs during a 25 year 3-day storm.
First floors are desired to be no lower than elevation 25.6’ NGVD
Roads are desired to be no lower than elevation 23.80’ NGVD

Computations
Water Quality for Basin C
First inch of run-off:
1 in. x 46.59 ac x 1 ft. / 12 in.	=	3.88 ac-ft

2.5 in. times percent imperviousness:
a.46.59 ac – (21.18 ac + 2.33 ac) (Roofs/ Lake)	=	23.08 ac of site area for
water quality

23.08 ac – 5.52 ac (Pervious)	=	17.56 ac of impervious area

17.56 ac / 23.08 ac	=	76.08 % impervious for water quality

2.5 in. x 0.761	=	1.90 inches to be treated

1.90 in. x (46.59 ac – 21.18 ac) x 1 ft. / 12 in	=	4.02 ac-ft

Since 4.02 ac-ft is greater than 3.88 ac-ft the 4.02 ac controls for water quality.

Reasonable Assurance

Since the receiving waters are the Six Mile Cypress Slough, a potential sensitive water, an additional 50% water quality is required for reasonable assurance.

Required Water Quality = 1.5 x 4.02 ac-ft = 6.03 AC-FT Required for Water Quality

Water quality for Off-site Basin C-2 (Dantree Commercial) will also be provided in the wet detention lake. The required additional water quality is 3.13 ac-ft
Total Required Water Quality = 6.03 ac-ft + 3.13 ac-ft = 9.16 AC-FT Required for Water Quality

Project Surface Storage
Stage Storage calculations are included at the end of report

Control structure weir crest elevation.
Set the crest high enough to store the required quality volume of 9.16 ac-ft
From the stage-storage curve, the weir crest should be set at elevation 21.85’ NGVD at a minimum.

Stage Storages and Discharges
Minimum Building floor elevation.
The rainfall of the 100-year 3-day storm
= (1-day amount) x 1.359
= 10.0 in. x 1.359
= 13.6 in.
Inches of runoff, Q

Q = (P-(0.2 x S))2 / (P + (0.8 x S))
= (13.6 in. - (0.2 x 1.96 in.))2 / (10.87 + (0.8 x 1.96 in.))
= (13.6 in. - 0.392 in.)2 / (13.6 in. + 1.568 in.)
= (13.2 in.)2 / (15.2 in.)
= 11.46 in. of runoff from the 100-year 3-day storm.

Volume of Runoff
= (in. of runoff) x (project area)
= 11.46 in. x 46.6 ac x 1ft/ 12 in.
= 44.5 ac-ft required storage (zero discharge).

From the zero discharge routings 44.5 ac-ft corresponds to elevation 25.44’ NGVD Since the proposed minimum floor elevation is 25.6’ NGVD, the proposed minimum finished floor is acceptable.

Roads versus local criteria
The minimum road grade must be at least 2.0 feet above control elevation, which is
21.4’ NGVD. Since minimum proposed road elevation is 23.8’ NGVD, the criteria are satisfied.

The minimum road grade for Treeline must also be no lower than the peak of the 25- year 3-day storm, a Lee County criteria for arterials. From the flood routing of that event, included at the end of this report, a peak elevation of 24.79’ NGVD will occur. Since the proposed minimum road elevation is 25.50’ NGVD for Treeline, the proposed minimum road elevation is acceptable.

The minimum road grade for Multi-family must also be no lower than the peak of the 5 year 1-day storm, a SFWMD criteria for roadways. From the flood routing of that event, included at the end of this report, a peak elevation of 22.35’ NGVD will occur. Since the proposed minimum road elevation is 23.8’ NGVD the proposed minimum road elevation is acceptable.

Allowable peak discharge
The allowable peak discharge is 12.23 cfs from the flood routing of that event included at the end of this report, a peak discharge of 8.10 cfs will occur. Since the routed peak discharge does not exceed that allowed, the proposed outfall structure design is acceptable.

Minimum Perimeter Berm
The minimum perimeter berm is the peak stage of the 25-year 3-day event. Per the routing included at the end of this report, a peak stage 24.85’ NGVD will occur.

Off-site Basin C-1 Water Management

Site Data
Acreage
Basin Area	= 73.97 ac
Impervious
Buildings (roofs)	= 0.3 ac
b.Paving	= 6.5 ac

Lakes	= 0.00 ac
Wetlands	= 0.00 ac
Pervious	= 67.17 ac

Design storm allowable discharge has been determined to be 8.25 cfs per SFWMD discharge allowance for the Six Mile Cypress Basin at 37 csm

Off-site Basin C-2 Water Management

Site Data
Acreage
Basin Area	= 22.18 ac
Impervious
Buildings (roofs)	= 5.70 ac
b.Paving	= 11.16 ac
Lakes	= 0.00 ac
Wetlands	= 0.00 ac
Pervious	= 5.32 ac (including 1.12 ac dry detention)

Minimum Elevations
Roads	= 24.20’ NGVD
Floors	= 25.8’ NGVD

Design storm allowable discharge has been determined to be 1.28 cfs per the Lee County Surface Water Master Plan, the allowable discharge is 37 csm

Water Level Elevations
Wet Season Water Table 21.4’ NGVD
(Lee County Well 46A-GW-13 is located at the east side of the rest area adjacent to the site.)

Rainfall amounts (24 hour)
5 Year 1 Day	= 5.5 inches
10 Year 1 Day	= 6.5 inches
Design (25 Year)	= 8 inches (This will be adjusted to 72 hour event later)
Design (100 Year)	= 10 inches (This will be adjusted to 72 hour event later)

Design Criteria
Quality
Since this is proposed wet detention system, then whichever is the greater of
The first inch of runoff from the entire site, or
The amount of 2.5 inches times the percentage of imperviousness.
This commercially zoned site does not discharge into any sensitive waters.
Any detention system shall be designed to discharge not more than the 0.5 inches of the detained volume per day
Quantity
The allowable peak discharge is 1.28 cfs during a 25 year 3-day storm.
First floors are desired to be no lower than elevation 25.8’ NGVD

Roads are desired to be no lower than elevation 24.2’ NGVD

Computations
Water Quality for Off-site Basin C-2
First inch of run-off:
1 in. x 22.2 ac x 1 ft. / 12 in.	=	1.8 ac-ft

2.  2.5 in. times percent imperviousness:
a.22.18 ac – (0.0 ac + 5.70 ac) (Roofs/ Lake)	
=	
16.48 ac of site area for	
		water quality	
b.16.48 ac – 5.32 ac (Pervious)	=	11.16 ac of impervious area	
c.11.16 ac / 16.48 ac	=	67.7 % impervious for water quality	
d.2.5 in. x 0.677	=	1.69 inches to be treated	
e.1.69 in. x 22.18 ac x 1 ft. / 12 in	=	3.13 ac-ft	

3.  Since 3.13 ac-ft is greater than 1.8 ac-ft the 3.13 ac controls for water quality.

The Pre-Treatment requirement of 0.5” is 0.92 ac-ft for this basin and will be provided within Basin C-2.

Soil Storage
The control elevation is 21.4’ NGVD, it is assumed that the wet season water table will not vary across the site.
The average site finished grades will vary from the pre-treatment grades of 22.4’ NGVD, to a little above the 25.5’ NGVD floor elevations (say 25.6’ NGVD). The average site grade elevation will be 24.0’ NGVD.
The average depth to the water table will be:
= average site grade elevation – average water table elevation
=24.0’ NGVD – 21.4’ NGVD
= 2.63 ft; say 2’ for an estimate of soil storage
From the soil storage table, assuming the 25% compaction and 2 ft to the water table, up to
1.88 inches of moisture can be stored in the soil under pervious areas.
Compute available soil storage
= storage available x pervious area
=1.88 in. x 5.3 ac x 1ft/ 12 in.
= 0.8 ac-ft available soil storage onsite
Compute available soil storage to site-wide moisture storage, S S= available soil storage onsite/ site area
= ((0.8 ac-ft)/(22.2 ac) x 12 in./ 1 ft
= 0.45in of site wide soil storage
Project surface storage
Stage-storage calculations are included at the end of report

Peak Stages
The minimum perimeter berm is the peak stage of the 25-year 3-day event. Per the routing included at the end of this report, a peak stage of 24.85’ NGVD will occur.
The minimum road grade must also be no lower than the peak of the 5-year 1-day storm, a SFWMD criteria for local road. From the flood routing of that event, included at the end of this report, a peak elevation of 23.64’ NGVD will occur. Since the proposed minimum road elevation is 24.25’ NGVD the proposed minimum road elevation is acceptable.
The minimum finished floor grade must be no lower than the peak of the 100-year 3-day 0- discharge storm. From the routing of that event, a peak elevation 25.48 will occur. Since the proposed minimum finished floor is 25.7’ NGVD, the proposed min finished floor elevation is acceptable.

Time of Concentration

Basin C
TC = L / V	(Pipe Flow) L = 2796 ft
TC = 22.19 min
= 0.37 hr

Basin C-1 BU-1
T0 = (0.67nL0 / SQRT(S0))^0.467	(Kerby equation for overland flow) n = 0.4 grass
L0 = 2610 ft (Distance from BU-1 to NE Corner of Basin) Sgrass = 0.0002 ft/ft
TC =155 min
= 2.58 hr

Basin C-1 BU-2
TC = Ky*(N*L/sqrt(s))^0.6	(Yen and Chow Formula)
Ky = 1.1	(Moderate Rain)
N = 0.0012 Asphalt Pavement L = 860 ft
S=0.2%
TC = 27.52 min
= 0.46 hr

Basin C-2 (a.k.a. Dantree Commercial)
TC = Ky*(N*L/sqrt(s))^0.6	(Yen and Chow Formula)
Ky = 1.1	(Moderate Rain)
N = 0.0012 Asphalt Pavement L = 1000 ft
S = 1%
TC = 19.45 min
= 0.32 hr

TREELINE 153 UNIT MF - LAKE STORAGE

Execution Date: Engineer's Name: Job No:	06/21/22
PMM 20-126	
	
Computation Type	Stage-Storage		
Starting Stage	21.40		
Ending Stage	25.90		
Stage Increment	0.50		

BASIN C	BASIN C LAKE SIDE		
Name	LAKE	SLOPES	A	B		C	D		E	F	G	H	1.00	1.00	0.00	
Area	21.18	1.81													0.00	
Start Elev	21.40	21.40	0.00		0.00	0.00		0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	
End Elev	25.40	0.00		0.00	0.00		0.00	0.00		0.00	0.00		0.00	0.00	
Stage	Vert	Linear	Vert	Vert	Vert	Vert	Vert	Vert	Vert	Vert	Vert	Vert	Vert	Total	
Feet	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	Storage	
NAVD	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	Ac-ft	
21.40	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.000	
21.85	9.53	0.05	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	9.577	
21.90	10.59	0.06	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	10.647	
22.40	21.18	0.23	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	21.407	
22.90	31.77	0.51	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	32.280	
23.40	42.36	0.91	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	43.267	
23.90	52.95	1.42	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	54.366	
24.40	63.54	2.04	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	65.580	
24.90	74.13	2.78	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	76.906	
25.40	84.72	3.63	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	88.346	
25.90	95.31	4.53	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	99.843	

'TREELINE

Max Time	Mc\X	Warning Max Delta Max Surf Max Time	Max Max Time	Max
Name	Group	Simulation	St<!.ge	Stage	Stage	Stage	A.rea	Inflow	Inflow	Outflow	Outflow

rs

													
BASIN C	BASE	25-YR	23.80	24.839	25.500	0.0140	1447741	20.00	231.763	23.59	8.098		
BASIN Cl. BU-1.	SASE	25-YR	27.92	22.943	25.500	0.0022	2530484	20.00	77.535	28.02	7.699		
BASIN CI BU-2	BASE	25-YR	27,87	22.909	25.500	0.0091	201142	20.00	29.792	20.04	22.648		
BASIN Cl BU-3	BASE	25-YR	20.80	23.000	25.500	0.1000	154	20.04	58.002	19.90	43.930		
BASIN Cl JB-1	BASE	25-YR	20.77	22.990	25.500	-0.1.000	184	19.90	43.930	20.05	31.092		
BASIN Cl JB-2	BASE	25-YR	20.80	23.154	25.500	0.1.000	1.48	20.05	31..092	359.67	7.393		
BASIN Cl. JB-2A	BASE	25-YR	42.80	22.900	25.500	0.1.000	144	20.04	22.648	20.1.4	29.964		
BASIN Cl. JB-2B	BASE	25-YR	26.47	22.924	25.500	-0.1000	149	20.1.4	29.964	20.04	58.002		
Basin C2	BASE	25-YR	23.50	24.881	25.500	0.0199	507845	20.00	95.420	19,65	66.1.55		
WETLAND	BJI._SE	25-YR	72.00	23.150	24.000	-0.0013	0	23.59	8.098	0.00	0.000		
BASIN C	BASE	5-YR	75.14	22.198	25.500	O. 0011	941793	1.2.00	18.970	93.17	3.295		
BASIN Cl BU-1	BASE	5-YR	22.35	22.350	25.500	0.0009	2125010	12.00	28.468	23.19	7.783		
BASIN Cl BU-2	BASE	5-YR	21.49	22.267	25.500	0.0006	143206	20.59	8.703	21.49	8.686		
BASIN Cl BU-3	BASE	5-YR	0. 12	21.500	25.500	0.1000	154	0.00	0.000	0.12	25.731		
BASIN Cl JB-1	BASE	5-YR	0.00	21..400	25.500	-0.1.000	184	0.1.2	25.731	0.00	0.000		
BASIN Cl. JB-2	BASE	5-YR	0.l.4	21.500	25.500	0.1.000	l.48	0.00	0.000	0.00	0.000		
BASIN Cl JB-2A	BASE	5-YR	14.35	21.512	25.500	0.1.000	1.44	21.49	8.686	359.99	19.704		
BASIN Cl. JB-2B	BASE	5-YR	0.00	21.400	25.500	-0.1000	149	359.99	19.704	0.00	0.000		
Basin C2	BASE	5-YR	12.57	23.637	25.500	-0.1000	170670	12,00	6.314	12.55	5.920		
WETLl\ND	BASE	5-YR.	72.00	23.150	24.000	-0.0013	0	93.17	3.295	0.00	0.000		

hrs	ft	ft	ft	ft2	hrs	cfs	h- 

cfs

Page 58

Interconnected Channel and Pond Routing Model (!CPR) ©2002 Streamline Technologies. Inc.	Page I of I

Name: BASIN C
Group: BASE

Rainfall File: Sfwmd72 Rainfall Amount(in): 8. ooo

Node: BASIN C
Type, Santa Barbara CN

Storm Duration{hrs) Time of Conc(min)

Stat-us; Onsite

72.00
22.00

Area(ac): 46.590
Curve Number: 84.00
DCIA(\-), 42.00

Time Shift(hrs): 0.00
Time Increment(min): 15.00
Max Allowable Q(cfs): 999999.000

Name: BASIN Cl BU-1
Group: BASE

Rainfall File: sfwmd72

Node: BASIN Cl BU-1
Type: Santa Barbara CN

Storm Duration(hrs)

Status: Onsite

72.00

Rainfall Amount(in):

8.000

Time of Conc(min)

155.80

Area(ac):

64.340

Time Shift(hrs): 0.00

Curve Number: 90.00
DCIA(\-): 0.00

Time Increment(min): 15.00
Max Allowable Q(cfs), 999999.000

Name: BASIN Cl  BU-2
Group: BASE

Rainfall File: sfwmd72 Rainfall Amount(in), 8.000
Area(ac), 9.630

Node: BASIN Cl BU-2
Type: Sa.nta Barbara CN

Storm Duration(hrs) Time of Conc(min) Time Shift (hrs)

Status, Onsite

7'2. 00
27.00
0.00

Curve Number: 99,00
DCIA(\-): 50.00

Time Increment(min), 15.00
Max Allowable Q(cfs): 999999.000

Name: Basin C2 Group: BASE

Node: Basin C2
Type: Santa Barbara CN

Status: Onsite

Rainfall Pile: sfwmd72 Rainfall Amount(in): 8.000
Area(ac): 22.180
Curve Number: 87.00
DCIA(\-): 48. 00

Storm Duration(hrs): 72.00 Time of Conc(min): 19.00
Time Shift(hrs): 0.00
Time Increment(min): 15.00
Max Allowable Q{cfs): 999999,000

Name: BASIN C
Group: BASE Type: Stage/Area

Base Flow(cfs): 0.000	Init Stage(ft): 21.400
Warn Stage(ft)s 25.500

Stage(ft)	Area(ac)	
21.400	21..J.800	
22.000	21.4700	
22.500	21. 8500	
23.000	22.1000	
23.500	22.2000	
24.000	22.4400	
24 .500	27.7500	
25.000	35.8400	
25.500	43.9200	

lnlerconatJCted Channel and Pond Routing Model (fCPRJ ©2002 Streamline Technologies, ll:Jc.	Page) Clf I l

TREELINE

Name: BASIN Cl BU-1
Group: BASE Type: Stage/Area

Base Flow(cfs): 0.000	Init Stage(ft): 22.000
Warn Stage(ft): 25.500

Stage(ft)	Area {ac)	
22.000	34.5000	
22.500	54.9000	
23.000	58.5000	
23.500	60.3000	
24.000	6L8000	
24.500	63.2000	
25.000	64.3400	

Name: BASIN Cl BU-2

Stage(ft)	Area(ac)	
22.000	2.7000	
22.500	3.8000	
23.000	4.8000	
23.500	5.1000	
24.000	7.2000	
24.500	8.6000	
25.000	9.6000	

Group: BASE Type: Stage/Area

Name: B .SIN Cl BU-3
Group: BASE
Type: Manhole, Flat Floor

Stage{ft)	Area(ac)

Name: BASIN Cl JB-1
Group: BASE
Type: Manhole, Flat Floor

Base Flow{cfs): 0.000

Base Flow(cfs): 0.000 Plunge Factor: l.00

Base Flow(cfs): 0.000
Plunge Factor: 1.00

Init Stage(ft): 22.000
Warn Stage(ft): 25.500

Init Stage(ft): 21.400
warn Stage(ft): 25.500

Init Stage(ft): 21.400
Warn Stage(ft): 25.500

Stage(ft)	Area(acl

Name: BASIN Cl JB-2
Group: BASE
Type: Manhole, Flat Floor

Stage(ft)	Area(ac)

Name: BASIN Cl JB-2A
Group: BASE
Type: Manhole, Flat Floor

Base Flow(cfs): 0.000
Plunge Factor, 1.00

Base Flow(cfs): 0.000
Plunge Factor: 1.00

Init Stage(ft): 21.400
Warn Stage(ft): 25.500

Init Stage{ft): 21.400
Warn Stage(ft): 25.500

Stage(ftl	Area(ac)

Name: BASIN Cl JB-2B	Base Flow(cfs): 0.000	Init Stage(ft): 21.400

Interconnected Channel and Pond Routing Model ()CPR) ©2002 Streamline TechnologillS, l11c.	Page 2 of 11

 		 

Group: BASE
Type: Manhole, Flat

Warn Stage(ft) 25.500

Plunge Factor: 1.00

Floor

Stage{ft)	Area(ac)

Group: BASE Type: Stage/Area			Warn Stage(ft):	25.500	

Stage(ft)	
Area (ac)				
21.400	o_oooo				
22.400	0.0000				
22.900	0.1600				
23.400	2.3000				
23.900	5.7200				
24.400	9.1400				
24,900	11. 7600				
25.400	14.3900				
25.900	16.4900				

Names WETLAND		
Base Flow(cfs), 0.000	
Init Stage(ft):	
21.000	
Group: BASE			Warn Stage(ft):	24.000	

Na111e: Basin C2	Base Flow(cfs): 0.000	Inic Stage(ft): 21.400

Type: Time/Stage

Time(hrs)	Stage(ft)	
0.00	21.000	
72.00	23.150	
100.00	21.000	
360.00	21.000	

====  Operating  Tables================================================================

Name:	Group: BASE
Type: Bottom Clip
Function: Time vs. Depth of Clip

Time(hrs) Clip Depth(in)

====Pipes===========================================================================

Name, Cl-3	From Node: BASIN Cl JB-2A	Length(ft): 244.00

Group: BASE	To Node:
UPSTREAM	DOWNSTREAM
Geometry: Circul.u:	Circular
Span(in) 30.00	30.00
Rise(in): 30.00	30.00
Invert(ft): 14.430	14.700
Manning's N: 0.013000	0.013000
Top Clip(in) 0.000	0.000
Bot Clip(in): 0.000	0.000

BASIN Cl. JB-2B	Count: 2
Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow, Both Entrance Loss Coef, 0.00 Exit Loss Coef: o.oo
Bend Loss Coef: o.oo
Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use dn
Stabilizer Option: None

Upstream FHWA Inlet Edge Description, Circular Concrete: Square edge w/ headwall

Interconnected Chnnnd and Pond Routing Model ( ICPRJ ©2002 Su-earn line Technologies, Inc.	Page3 of 11

 	  
Downstream FHWA Inl t Edge Description: Circular Concrete: Square edge w/ headwall

Name: Cl-4 Group: BASE

tJPSTREAM
Geometry: Circular Span(in): 36.00
Rise(in): 36.00
Invert(ftl: 14.700

From Node: BASIN C1 JB-2B	Length(ft): 39.00 To Node: BASIN C1 BU-3		count: 2
Friction Equation: Average Conveyance
DOWNSTREAM	Solution Algorithm: Automatic Circular		Flow: Both
36,00	E:ntrance Loss Coef: 0.00
36,00	Exit Loss Coef: 0.00
14.700	Bend Loss Coe£: 0.00

Manning's N: 0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(inl: 0.000	0.000	Stabilizer Option: None	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Name:	Cl-5	From Node: BASIN C1	BU-3	Length(ft) a 315.00	
Group:	BASE	To Node: BASIN Cl	JB-1	Count: l.	
Friction Equation: Average Conveyance
UPSTREAM
Geometry: Circular	DOWNSTREAM
Circular	Solution Algorithm: Automatic
Flow, Both	
Span(in), 54.00	54.00	Entrance Loss Coef: 0.00	
Rise(in): 54.00	54.00	Exit Loss Coef: 0.00	
Invert:(ft): 14.700	14.700	Bend Loss Coef: 0.00	
Manning's N: 0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Stabilizer Option: None	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Name: Cl-6	From Node: BASIN C1	JB-1	Length(ft): 315.00	
Group; BASE	To Node: BASIN C1	JB-2	Count: 1	

UPSTREAM	DOWNSTREAM
Geometry: Circular	Circular
Span(in): 54.00	54.00
Rise(in): 54.00	54.00
Invert(ft): :L4.700	14.700
Manning's N: 0.013000	0.013000
Top Clip(in): 0.000	0.000
Bot Clip(in): 0.000	0.000

Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: o.oo Exit Loss Coef: o.oo Bend LOSS Coe£: 0.00
Outlet Ct.rl Spec: Use de or tw Inlet Ctrl Spec, Use dn
Stabilizer Option: None

Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
circular Concrete: Square edge w/ headwall

l111erconnected Channel and Pond Routing Model (JCPR) 02002 Streamline Techno1ogies. Tnc.	Page4 of 11

 	  	
==== Drop Structures============================ =====================================

Name: C1-1 Group: BASE	From Node: BASIN C1 BU-1 To Node: BASIN Cl BU-2	Length(ftl: 52.00
Cowit.: 2	
UPSTREAM	DOWNSTREAM	Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm: Automatic	
Span(in): 30.00	30.00	Flow: Both	
Rise(in): 30.00	30.00	Entrance Loss Coef: 0.000	
Invert(ft), 15.220	H.610	ExJ.t Loss Coef: 0.000	
Manning's N, 0.013000	0.013000	outlet Ctrl Spec: Use de or t.w	
Top Clip(in) : 0.000	0.000	Inlet Ctrl Spec: use dn	
Bot Clip(in): 0.000	0.000	Solution Ines: 10	

Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Ci cuLar Concrete: Square edge w/ headwall
..... Weir 1 of 1 for Drop Structure Cl-1 ...
Count: 1	Bottom Clip(in): 0.000 Type: Horizontal		Top Clip(in): 0.000
Flow: Both		Weir Disc Coef: 3.200 Geometry: Rectangular	Orifice Disc Coef: 0.600
Span(in) c 78.00	Invert (ft) : 22.000
Rise(in): 40.00	Control Elev(ft): 22.000

TABLE

Name: Cl-2
Group: BASE	From Node:
To Node:	BASIN Cl BU-2 BASIN Cl JB-2A	Length(ft): 194.00
Count: 2	
UPSTilEAM	DOWNSTREAM	Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm: Automatic	
Span(inl : 30.00	30,00	Flow: Both	
R,ise(in): 30.00	30,00	Entrance Loss Coef: 0.000	
Invert(ft): 14.990	14. 770	Exit Loss Coef, 0.000	
Manning's N: 0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Solution Ines: 10	

Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwali

•** Weir 1 of 1 for Drop Structure Cl-2 ......
Count, 1	Bottom Clip(in): 0.000 Type: Hor,izontal		Top Clip(in): 0.000
Flow: Both		Weir Disc Coef: 3.200 Geometry: Rectangular	Orifice Disc Coef: 0.600
span(in}: 78.00	Invert(ft): 22.000
Rise(in): 40.00	Control Elev(ft): 22.000

TABLE

Name, Cl-7 Group: BASE

From Node: BASIN Cl JB-2 To Node: BASIN C

Length(ft): 61.00 Count: l

UPSTREAM
Geometry: Circular Span(in): 54.00
Rise(in), 54.00
Invert(ft): 14.700

DOWNSTREAM
Circular 54.00
54.00
14.700

Friction Equat.ion: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.000
Exit Loss Coef, 0.000

 		
lnlCll'connectcd Ch nnel and Pond Routing Mod,,) (lCPR) IQ2002 Streamline Technologies, Inc.	Page 5 of I!

   	

Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000

0.013000
0.000
0.000

Outlet Ctrl Spec, Use de or tw Inlet Ctrl Spec: Use dn
Solution Ines: 10

Opstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ beadwall
Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

•** Weir 1 of 1 for Drop Structure Cl·?••• Count: 1
Type: Horizontal Flow: Both
Geometry: Rectangular

span(in): 79.00 Rise (in) : 6.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coefa 0.600

Invert(ft): 22.000
Control Elev(fc): 21.400

TABLE

Name:	C2-STR	From Node: Basin C2	Length(ft): 80.00	
Group:	BASE	To Node: Basin C	Count: 1	

UPSTREAM	 DOWNSTREAM		Friction Equation: Average Conveyance Geometry: Circular	 Circular	Solution Algorithm: Automatic Span(in): 36.00	36.00			Flow: Both
Rise(in): 36. 00	36.00	Entrance Loss Coef: 0.000
Invert(ft): 17.400	16.400	Exit Loss Coef: 0.000
Manning's N:  0.013000	0.013000	Outlet Ctrl Spec: Use de or tw
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use c4i
Bot Clip(in), 0,000	0.000	Solution Ines: 10
Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete, Square edge w/ headwall
.... Weir 1 of 2 for Drop Structure C2-STR "**
TABLE
Count: 1	Bottom	Clip{in):	0.000	
Type: Horizontal	Top	Clip{in):	0.000	
Flow: Both	Weir Disc Coef: 3.200	
Geometry: Rectangular	Orifice Disc Coef:	0.600	
span(in): 58.00	Invert(ft):	23.500	
Rise(in), 40.00	Control Elev(ft)!	21.400	

•** Wei.r 2 of 2 for Drop Structure C2-STR " *
Count: 1
Type: Vertical: Mavis Flow: Both
Geometry: Circular
Span(in): 3.00
Rise(in): 3.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef, 3.200 Orifice Oise Coef, 0.600

Tnvert(ft): 21.400
Control Elev(ft): 21.400

TABLE

Name: C2-STR2	From Node, Basin C2
Group: BASE	To Node: BASIN C
UPSTREAM	DOWNSTREAM
Geometry: Circular	Circular
Span(in): 36.00	36.00
Rise(in): 36.00	36.00
Invert(ft): 17.400	16.400
Manning I s N: 0.013000	0.013000

Length(ft): 80.00
Count: 1

Friction Equation: Ave.age Conveyance Solution Algorithm: Automatic
Flow, Both Entrance Loss Coe£, 0.000
Exit Loss Coef: 0.000 Outlet Ctrl Spec, Use de or tw

 	  
1o1nconncctcd Channel and Pond Routing Model (ICPR) ©2002 Streamlint: Technologies. Inc.	Page 6 of 11

 	 

Top Clip(io): 0.000
Bot Clip(in): 0.000

Q_OOO
0.000

Inlet Ctrl Spec: Use dn
Solution Ines: 10

Upstream FRWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1  of 2  for Drop Structure C2-STR2 .......
Count: .l
Type: Vertica.l: Mavis
Flow, Botb Geometry, Circular

Span(in): 3.00

.....

Rise(in): 3.00
....... Weir 2 of 2 for Drop Structure C2-STR2 Count: 1
Type: Horizontal

Bottom Clip(in): 0.000
Top Clip(in): 0,000 Weir Disc Coef, 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21.400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000
Top Clip(in): 0.000

TABLE

TABLE

Flow: Both

Wei

r Disc Coef: 3.200

Geometry: Rectangular

Span(in): 58.00
Rise(in): 40.00

Orifice Disc Coef: 0.600

Invert(ft): 23.500
Control Elev(ft): 21.400

Name: CS-1 Group: /;l1;.SE	From Node: BASIN C
To Node: WETLAND	Length(ft): 20.00
CoUDt, 1	

UPSTREAM	
DOWNSTREAM	
Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm: Automatic	
Span(in}: 24.00	24.00	Flow: Both	
Rise(in), 24.00	24.00	Entrance Loss Coef: 0.000	
Invert(ft): 20-400	20.400	Exit Loss Coef: 0,000	
Manning's N: 0.013000	0.013000	Outlet Ct.rl Spec, Use de or tw	
Top C.lip(in): 0.000	0,000	Inlet Ctrl Spec, Use dn	
Bot C.lip(in): 0.000	0.000	Solution Ines: 10	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

••• Weir 1 of 2 for Drop Structure cs-1 ***
Count: l.
Type: Vertical: Mavis Flow: Both
Geometry: Recta.ngul.ar

Span(in): ll.50 Rise(in) a 3 . 00
••• Weir 2 of 2 for Drop Structure CS-1 •**
Count, l.
Type: Horizontal Flow: Both
Geometry: Rectangular

Span(in): 28.00
Rise(in)a 36.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21.400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 25.500
Control Elev(ft): 21.400

TABLE

TABLE

   			
lnlerconncotoo Channel and Pond Rouiiog Mudd (ICPRJ ©2002 Streamline Technologies, lnc.	Page 7 of 11

  		 

l\!ame: CS-2 Group: BASE

UPSTREAM
Geometry: Circular Span(in), 24.00
Rise(in): 24.00
Invert(ft), 20.400
Manning's N, 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000

From Node: BASIN C To Node: WETLP.m)

DOWNSTREAM
Circular 24.00
24.00
20.400
0,013000
0.000
0.000

Length(ft): 20.00
Count: 1

Friction Equation, Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use du
Solution Ines, 10

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

..... Weir 1 of 2 for Drop Structure CS-2 "'**
Count: 1
Type: Vertical: Mavis Flow, Both
Geometry: Rectangular

Span(in): 11.50
..	Rise(in): 3.00

Bottom Clip(in); 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft), 21.400
Control Elev(ft), 21.400

TABLE

"  Weir 2 of 2 for Drop Structure CS-2 *••
Count: 1
Type: Horizontal Fl w: Both
Geometry: Rectangular

Span(in): 28,00
Rise(in): 36.()0

Bottom Clip{in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 25.500
Control Elev(ft}: 21.400

TABLE

Name:	CS-3	From Node: BASIN C	Le.ngth{ft): 21.00	
Group,	BASE	To Node: WETLAND	Count: 1	

UPSTREAM	 DOWNSTREAM		Friction Equation: Average Conveyance Geometry: Circular	Circular	Solution lgorithm: Automatic Span(in): 24.00	 24.00			F.low: Both
Rise(in): 24.00	24.00	Entrance Loss Coef: 0.000
Invert(ft): 20.400	20.4.00	Exit. Loss Coef: 0.000
Manning's N: 0.013000	0.013000	outlet. Ctrl Spec: Use de or cw
Top Clip(in): 0.000	0,000	Inlet Ctrl Spec: Use dn
Bot Clip(in): 0.000	0.000	Solution Ines: 10

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

••• Weir 1 of 2 for Drop Structure CS-3 -*
Count: l
Type: Vertical: Mavis Flow: Both
Geometry: Recta.ngular

Span(in): 11.50
Rise(in): 3.00
••* Weir 2 of 2 for Drop Structure CS-3 ***
Count: 1

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft.): 21.400
Control Elev(ft): 21.400

Bottom Clip{in): 0.000

TABLE

TABLE

 	  
Interconnected Chanmll and Pond Routing. Model {!CPR) ·:W02 Srreamline Tcchnologie;;, Inc.	Page 8 of 11

 	 

Type: Horizontal Flow: Both
Geometry: Rectangular

Span(in): 28.00
Rise(in): 36.00

Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

lnvert(ft): 25.500
Control Elev(ft): 21.400

Na111e: CS-4	From Node: BASIN C	Length(ft):	21.00	
Group: BASE	To Node: WETLAND	Count:	1	

UPSTREAM	
DOWNSTREAM	
Friction Equation:	
Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm:	Automatic	
Span(in): 24.00	24.00	Plow:	Both	
Rise(in): 24.00	24.00	Entrance Loss Coef:	0.000	
Invert(ft): 20.4 00	20.400	Exit Loss Coef:	0.000	
Manning 's N:  0.013000	0.013000	Outlet Ctrl Spec:	Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec:	Ose dn	
Bot Clip(in): 0.000	0.000	Solution Ines:	10	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1. of 2 for Drop Structure CS-4 "*"
Count: 1.
TYPe: Vertical: Mavis Flow: Both
Geometry: Rectangular

Span(in): ll.50 Rise(in): 3.00
*** Wei:i::: 2 of 2 for Drop Structure CS-4 •••
Count: l
TYPe: Horizontal Flow: Both
Geometry: Rectangula:i:::

Span(in): 28.00
Rise(in): 36.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21,400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3,200 Orifice Disc Coef: 0.600

rnvert(ft): 25.500
Control Elev(ft): 21.400

TABLE

TABLE

Name:	From Node:	Flow:	Both	
Group: BASE	To Node:	Count:	1.	

Sloped: No
Filter Elev(ft): 0.000	Pipe lnv Elev(ft): 0.000
Filter Width(ft): 0,000	Pipe Diameter(in): 0.000
Filter Length(ft), 0.000	X Grav Thkness(in), 0.000
Filter Permeability(ft/day): 0.000	Y Grav Thkness(in): 0.000

---- Hydrology Simulations--------------------------------------------------------------

Name: 100-YR
Filename, Y:\Letter Files\2020\20-126\WATER MANAGEMENT\100-YR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00

Interconnected Channel and Pond RoutiI,g Model ( ICPR'J \i;2002 Streamline Technologies, Inc.	Page 9 of 11

 
Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00

Time(hrs)	Print Inc(min)

96.000	240-00

Name: 25-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\25-YR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00
Rainfall File: Sfwmd72 Rainfall Amount(in): 8.00

Time(hrs)	Print Inc(min)

96.000	240.00

Name: 5-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\5-YR.R32

Override Defaults: Yes Storm Duration(brs): 24.00
Rainfall File: Scsi-24 Rainfall Amount(in), 5.50

Time(hrs)	Print Inc(min)

96.000	240.00

--- Routing Simulations----------------------------------------------------------------

Name: 100-YR	Hydrology Sim: 100-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\100-YR.I32

Execute: Yes	Restart: No Alternative: No

Max Delta Z(ft): 0.10 Time step Optimizer: 10.000
Start Time(hrs): 0.000 Min Cale Time(sec): 60.0000
Boundary Stages:

Patch: No

Delta z Factor, 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000 Boundary Flows:

Time(hrs) 60.000
96.000
240,000
360.000

Group BASE

Print Inc(min) 240.000
240.000
1440.000
1440.000

Run Yes

Name: 25-YR	Hydrology Sim: 25-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\25-YR.132

Execute: Yes	Restart: No Alternative: No

Max Delta Z(ft): 0.10 Time Step Optimizer: 10.000
Start Time(hrs): 0.000 Min Cale Time(sec): 60.0000
Boundary Stages:

Pat.ch: No

Delta Z Factor: 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000 Boundary Flows:

 	
Interconnected Channel and Pond Routing Model lJCPR)   2002 Streamline Technologies. Inc.	Page JO of I l

Time(hrs)	Print Inc(min)
60.000	240.000
96.000	240.000
240.000	1440.000
360.000	1440.000
Group	Run

BASE	Yes

Name: 5-YR	Hydrology Sim, 5-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\5-YR.I32

Execute: Yes	Restart: No Alternative: No

Max Delta Z(ft): 0.10 Time Step Optimizer: 10.000
Start Time(hrs): 0.000
Min Cale Time(sec): 60.0000 Boundary Stages:

Patch: No

Delta z Factor: 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000 Boundary Flows:

Time(hrs) 20.000
36.000
72. 000
360.000

Grou,p BASE

Print Inc(min) 240.000
240.000
1440.000
1440.000
Run
Yes

    
Interconnected Channel and Pond Rouling Model (ICPR)2002 Streamline Technologies, Inc.	Page 11 t•f L L

Simulation	Node	Group	Time	Stage	Warning	Surface	Total	Total	
					Stage	Area	Tnflow	Outflow	
			hrs	ft	ft	ft2	cfs	cfs	

25-YR	BASIN C	BASE	0.00	21.400	25.SOO	922601	0.000	0.000
25-YR	BASIN C	BASE	4.00	21.424	2S.S00	923096	2.786	0.044
25-YR	BASIN C	BASE	8.00	21..475	25.500	924188	4.l.34	0.254
2S-YR	BASIN C	BASE	12.00	21..550	25.500	925751	6.74-3	0.71.0
25-YR	BASIN C	BASE	16.00	21.665	25.500	928170	9.628	1. 558
25-YR	BASIN C	BASE	20.00	23.493	25.500	966969	231..763	6.298
25-YR	BASIN C	BASE	24.00	24.836	25.500	144591.6	-1.615	8.083
25-YR	BASIN C	BASE	28.00	24.665	25.500	132-4754	-J.l.905	7.705
25-YR	BASIN C	BASE	32.00	24..439	25.500	l.l.8043 0	-10.967	7.226
25-YR	BASIN C	BASE	36.00	24.206	25.500	1072613	-10.189	6.698
25-YR	BASIN C	BASE	40.00	23.966	25.500	976770	-9.364	6.111
25-YR	BASIN C	BASE	44.00	23.733	25.500	971.912	-8.654	5.473
25-YR	BASIN C	BASE	48.00	23.519	25.500	967419	-8.066	4.781
25-YR	BASIN C	BASE	52.00	23.322	25.500	.965482	-6.226	4.014
25-YR	BASIN C	BASE	56.00	23.170	25.500	964154	-2.859	3.225
25-YR	BASIN C	BASE	60.00	23.074	25.500	.963322	3.574	2.431
25-YR	BASIN C	BASE	64.00	23.023	25.500	962874	4.840	l.527
25-YR	BASIN C	BASE	6'8.00	23.006	25.500	'962731	5.055	· D.714
25-YR	BASIN C	BASE	72.00	23.016	25.500	962817	4.777	-1. 672
25-YR	BASIN C	BASE	76.00	23.002	25.500	962695	5.122	1. 827
25-YR	BASIN C	BASE	80.00	22..975	25.500	962127	5.51.9	3.035
25-YR	BASIN C	BASE	84.00	22.950	25.500	961587	5,939	3.902
25-YR	BASIN C	BASE	88.00	22.924	25.500	961013	6.341	4.594
25-YR	BASIN C	BASE	92.00	22.897	25.500	960432	6.726	5.185
25-YR	BASIN C	BASE	96.00	22.873	25.500	959902	6.980	5.353
25-YR	BASIN C	BASE	1.00.00	24,856	25.500	959533	7.009	5.320
25-YR	BASIN C	BASE	124.00	22,830	25.500	958973	7.356	5.268
25-YR	BASIN C	BASE	148.00	22.827	25.500	958912	7,392	5.262
25-YR	BASIN C	BASE	l.72.00	22. 827	25.500	958905	7.397	5.262
25-YR	BASIN C	BASE	l.96,00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	BASE	220.00	22.827	25.5()0	958904	7.397	5.262
25-YR	BASIN C	BASE!	244.00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	BASE	268.00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	BASE	292.00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	BASE	316.00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	.BASE	340,00	22.827	25.500	958904	7.397	5.262
25-YR	BASIN C	BASE	360.01	22.827	25.500	958904	7.397	S .262
25-YR BASIN Cl BU-l	BASE	0.00	22.000	25.500	1502820	0.000	0.000
25-YR BASIN Cl BU-1	BASE	4.00	22.005	25.500	1510860	0.708	-0.354
25-YR BASIN Cl BU-l	BASE	8.00	22.026	25.500	1549770	3.031	-0.467
25-YR BASIN Cl BU-1	BASE	12.00	22.072	25.500	1630812	6.452	0.083
25-YR BASIN Cl BU-1	BASE	16.00	22.129	25.500	1732236	8.21.5	l. 256
25-YR  BASIN Cl BU-1	BASE	20.00	22.465	25.500	2328865	7'7. 535	-8.142
25-YR BASIN Cl BU-1	BASE	24.00	22.862	25.500	2505132	33.040	1.044
25-YR  BASIN Ci BU-1	BASE	28.00	22.943	25.500	2530472	7.072	7.457
25-YR BASIN Cl BU-1	BASE	32.00	22.927	25.500	2525221	1.514	6.363
25-YR BASIN Cl BU-l	BASE	36.00	22.899	25.500	2516552	0.324	4.708
25-YR BASIN Cl BU-1	BASE	40.00	22.876	25.500	2509324	0,069	3.229
25-YR  BASIN Cl BU-l.	BASE	44.00	22.862	25.500	250491.1	0.015	0.820
25-YR  BASIN Cl  BU-l	BASE	48.00	22.858	25.500	2503697	0,003	0.543
25-YR BASIN Cl BU-1	BASE	52.00	22,855	25.500	2502882	0.001	0.358
25-YR BASIN Cl. BU-l.	BASE	56.00	22.854	25.500	2502340	0,000	0.2.H
25-YR BASl.N Cl BU-1	BASE	60.0D	22.852	25.500	2501980	0.000	O.l.51
25-YR  BASIN Cl BU-1	BASE	64.00	22.852	25.500	2501741.	0.000	0.095
25-YR  BASIN Cl BU-1	BASE	68.00	22.851	25.500	2501583	0.000	0.058
25-YR BASIN Cl BU-1	BASE	72,OD	22.851	25.500	2501478	0,000	0.030
25-YR BASIN Cl BU-1	BASE	76.00	22.851	25.500	2501408	0,000	0.013
25·YR BASIN Cl B0-1	BASE	80.00	22.850	25.500	2501363	0,000	0.002
25-YR BASIN Cl BU-1	BASE	84.00	22.850	25.500	2501332	0.000	0.000
25-YR BASIN Cl BU-l.	BASE	88.00	22.850	25.500	2501312	0.000	-0.004
25-i'R BASIN Cl BU-1	BASE	92.00	22.850	25.500	2501298	0.000	-0.007
25-YR BASIN Cl BU-1	BASE	96,00	22.850	25.500	2501289	0.000	·0,010
25-YR  BASIN Cl BU-1	BASE	100.00	22.850	25,500	2501283	0.000	-0.0l.l.
25-YR BASIN Cl BU-1	BASE	124.00	22.850	25.500	2501273	0,000	-0.013
25-YR BASIN Cl. BU--1	BASE	148.00	22,850	25,500	2501272	0.000	-0.013
25-YR BASIN Cl BU-1	BASE	172.00	22.850	25.500	2501272	0.000	-0.013
25-YR BASIN Cl BU-1	BASE	196.00	22.050	25.500	2501272	0.000	-0.013
25-YR BASIN Cl BU-1	BASE	220.00	22.850	25.500	2501272	0.000	-0.013
25-YR BASIN CJ. BU-1	BASE	244.00	22.B50	25.500	2501272	0.000	•0.013
25-YR BASIN Cl BU-1	BASE	268.00	22.850	25.500	2501272	0.000	-0.013
25-YR BASIN Cl BU·l	BASE	292.00	22.850	25.SOO	2501272	0,000	· O.013

Interconnected Channel and Pond Routing Model {LCPRJ ©2002 Streamline Technologies, loc.	Page 1 of9

Simulation	Node	Group	Time	Stage Warning	Surface	Total	Total

ft2

Stage	Area	Inflow	Outflow

25-YR	BASIN	Cl BU-l	BASE	316.00	22.850	25.500	2501272	0.000	-0.013	
25-YR	BASIN	Cl BU-1	BASE	340.00	22.850	25.500	2501272	0.000	-0.013	
25-YR	BASIN	Cl BU-1	BASE	360.01	22.850	25.500	2501272	0.000	-0.013	
25-YR	BASIN	Cl BU-2	BASE	0.00	22.000	25.500	117612	0.002	0.000	

	hrs		ft		ft  ---- 	cfs	cfs	

25-YR BASIN Cl BU-"2	BASE	4.00	22.032	25.500	J.20718	0.664	0.367
25-YR BASit-t Cl BU-2	BASE	8.00	22.045	25.500	121933	0.672	0.603
25-YR  BASIN C1 BU-2	BASE	12.00	22.071	25.500	1.24434	1.598	1-195
25-YR BASIN Cl BU-2	BASE	16-00	22.115	25.500	128605	2.846	2.445
25-YR BASIN Cl BU-2	BASE	20.00	22.521	25.500	167381	28.792	22.404
25-YR BASIN Cl BU-2	BASE	24.00	22.859	25.500	196836	2.703	-5.734
25-YR BASIN Cl B0-2	BASE	28.00	22.909	25.500	201137	7.458	16.256
25-YR BASIN Cl BU-2	BASE	32.00	22.899	25.500	200271	6.363	15.698
25-YR BASIN Cl BU-2	BASE	36.00	22.880	25.500	198663	4,708	14.624
25-YR BASIN Cl BU-2	BASE	40.00	22.864	25.500	197269	3,229	13.646
25-YR BASIN Cl BU-2	BASE	44.00	22.859	25.500	196836	0.820	-6.768
25-YR BASIN Cl BU-2	BASE	48.00	22.856	25.500	196572	0.543	-7.080
25-YR BASIN Cl BU-2	BASE	52.00	22.854	25.500	196394	0,358	-7.285
25-YR BASIN Cl Btl-2	BASE	56.00	22.853	25.500	196275	0,234	-7.419
25-YR BASIN Cl BU-2	BASE	60.00	22.852	25.500	196196	0,151	-7.507
25-YR BASIN Cl BU-2	BASE	64.00	22.851	25.500	196143	0.095	-7.566
25-YR BASIN Cl BU-2	BASE	68.00	22.851	25.500	196108	0.058	-7.604
25-YR BASIN Cl BU-2	BASE	72.00	22.851	25.500	196085	0.030	-7.630
25-YR BASIN Cl BU-2	BASE	76.00	22.851	25.500	196070	0.013	-7.646
25-YR BASIN C1 BU-2	SASE	80.00	22.850	25.500	196060	0.002	-7.657
25-YR BASIN Cl. BU-2	BASE	84.00	22.850	25.500	196053	0.000	-7.665
25-YR B.ASIN C1 BU-2	BASE	88.00	22.850	25.500	196049	-0.004	-7.670
25-YR BASIN Cl BU-2	BASE	92.00	22.850	25.500	196046	-0.007	-7.673
25-YR BASIN Cl BU-2	BASE	96.00	22.850	25.500	196044.	-0.010	-7.675
25-YR. BASIN Cl BU-2	BASE	100.00	22.850	25.500	196042	-0.011	-7.676
25-YR  BASIN Cl BU-2	BASE	124.00	22.850	25.500	196040	-0.013	-7.679
25-Yll. BASIN Cl BU-2	BASE	1.48.00	22.850	25.500	196040	-0.013	-7.679
25-YR. BASIN Cl BIJ-2	BASE	172.00	22.850	25.500	196040	-0.0B	-7.679
25-YR BASIN Cl BU-2	BASE	196.00	22.850	25.500	196040	-0.013	-7.679
25-YR  BASIN Cl BU-2	BASE	220.00	22.850	25.500	196040	-0.013	-7.679
25-YR BASIN Cl BU-2	BASE	244.00	22.850	25.500	196040	-0.013	-7.679
25-YR BASIN Cl BU,-2	BASE	268.00	22.850	25.500	196040	-0.01.3	-7.679
25-YR. BASIN Cl B!J-2	BASE	292.00	22.850	25.500	196040	-0.013	-7.679
25-YR BASIN Cl. BlJ-2	BASE	316.00	22.850	25.500	196040	-0.013	-7.679
25-YR  BASIN Cl B0-2	BASE	340.00	22.850	25.500	196040	-0.013	-7.679
25-YR  BASIN Cl BU-2	BASE	360.01	22.850	25.500	196040	-0.01.3	-7.679
25-YR BASIN Cl BU-3	BASE	0.00	21.400	25.500	154	0.000	0.000
25-YR BASIN Cl. BU-3	BASE	4.00	21.400	25.500	154	0.000	25.731
25-YR BASIN Cl BU-3	BASE	8.00	21.400	25.500	154	0.000	25.731
25-YR BASIN Cl BU-3	BASE	12.00	21.400	25.500	154	0.000	25.731
25-YR BASIN Cl BU-3	BASE	16.00	21.400	25.500	154	0.000	25.731
25-YR BASIN Cl BU-3	BASE	20.00	21.600	25.500	154	0.000	43.930
25-YR BASIN Cl BU-3	BASE	24.00	23.000	25.500	154	-52,567	36.773
25-YR BASIN Cl BU-3	BASE	28.00	23.000	25.500	154	-27.520	36.773
25-YR BASIN Cl SU-3	BASE	32.00	23.000	25.500	154	-27.520	36.77"3
25-YR BASIN Cl BU-3	BASE	36.00	23.000	25.500	154	-27.520	36.773
25-YR  BASIN Cl SU-3	BASE	4.0.00	23.000	25.500	154	-27.520	36.773
25-YR BASIN Cl stT-3	BASE	44.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	48.00	23.000	25.500	154	-52,567	36.773
25-YR BASIN Cl BU-3	BASE	52.00	23.000	25.500	154	-52.567	36.773
25-YR  BASIN Cl BU-3	BASE	56.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	60.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	64.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	68.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	72.00	23.000	25.500	154	-52.567	36.773
25-YR  BASIN C1 BU-3	BASE	76.00	23.000	25.500	154	-52.567	36. 773
25-YR BASIN Cl BU-3	BASE	80.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	84.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	88.00	23.000	25.500	154	-52.567	36.773
25-YR  BASIN Cl BU-3	BASE	92.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	96.00	23.000	25.500	154	-52.567	36.773
25-YR BASIN Cl B0-3	BASE	100.00	23.000	25.500	154	-52.567	36.773
25-YR  BASIN Cl BU-3	BASE	124.00	23.000	25.500	154	-52.567	36.773
25-YR  BASIN Cl BU-3	BASE	148.00	23.000	25,500	154	-52.567	36.773
25-YR BASIN Cl BU-3	BASE	172.00	23.000	25.500	154	-52.567	36. 773
25-YR  BASIN Cl BU-3	BASE	196.00	23.000	25.500	154	-52.567	36.773
lnteroonnected Channel and Pond Routing Model (lCPR) -02002 Streamline Technologies, fnc-.	Page2 of<J

Simulation	Node	Group	Time	Stage Warning	Surface	Total	Total
Stage	Area	Inflow	Outflow
hrs	ft	ft	ft2	cf.s	cfs

25-YR BASIN Cl BU-3	BASE	220.00	23.000	25.500	154	-52.567	36.773,	
25-YR BASIN Cl BlJ-3	BASE	244.00	23.000	25.500	154	-52.567	36.773	
25-YR BASIN Cl BU-3	BASE	268.00	23.000	25.500	154	-52.567	36.77':.	
25-YR BASIN Cl 80-3	BASE	292.00	23.000	25.500	154	-52.567	36.773.	
25-YR BASIN Cl BU-3	BASE	316.00	23.000	25.500	1.54	-52.567	36.773	
25-YR BASIN Cl. BU-3	BASE	340.00	23.000	25.500	1.54	-52.567	36.7H	
25-YR BASIN Cl. BU-3	BASE	360.0l.	23.000	25.500	154	-52.567	36.773	
25-YR BASIN Cl. JB-1	BASE	0.00	21.400	25.500	184	0.000	0.000
25-YR  BASIN Cl. JB-1	BASE	4.00	21.300	25.500	l.84	25.731	-37.408
25-YR BASIN Cl. JB-1	BASE	8.00	21.300	25.500	184	25.731	-37.408
25-YR BASIN Cl JB-1	BASE	12.00	21.300	25.500	184	25.731	-37.408
25-YR BASIN Cl JB-.1	BASE	16.00	21.300	25.500	184	25.731	-37.408
25-YR BASIN C.l JB-1	BASE	20.00	21.300	25.500	184	43,930	-42.156
25-YR. BASIN Cl JB-1	BASE	:2'1. 00	22.790	25.500	184	36,773	-50.481
25-YR BASIN Cl. JB-1	BASE	28.00	22.790	25.500	184	36.773	-50.481
25-YR BASIN C1 JB-1	BASE	32,00	22.790	25.500	184	36.773	-50.481
25-YR BASIN Cl JB-1	BASE	36.00	22.790	25.500	184	36.773	-50.481
25-YR BASIN Cl. JB-1	BASE	40.00	22.790	25.500	184	36.773	-50.481
25-YR BASIN C1 JB-1	BASE	44.00	22.790	25.500	184	36.773	-50.481
25-YR  BASIN Cl JB-1	BASE	48.00	22.790	25.500	184	36.773	-50.48l.
25-YR  BASIN Cl JB-1	BASE	52.00	22.790	25.500	184	36.773	-50.159
25-YR BASIN Cl JB-l.	BASE	56.00	2.2.790	25.500	184	36.773	-48.722
25-YR BASIN Cl. JB-l.	BASE	60.00	22.790	25.500	184	36.773	-48.013
25-YR BASIN Cl. JB-1	BASE	64.00	22.790	25.500	184	36.773	-47.258
25-YR BASIN Cl JB-1	BASE	68.00	22.790	25.500	184	36.773	-46,685
25-YR BASIN C1 JB-1	BASE	72.00	22.790	25.500	184	36.773	-46.685
25-YR  BASIN Cl JB-1	BASE	76.00	22,790	25.500	l.84	36. 773	-46.685
25-YR  BASIN Cl JB-1	BASE	80.00	22.790	25.500	l.84	36.773	-45.918
25-YR  BASIN Cl JB-1.	BASE	84.00	22.790	25.500	184	36. 773	-45.546
25-YR  BASIN Cl JB-1	BASE	88.00	22.790	25.500	l.84	36. 773	-45.111
25-YR .BASIN Cl JB-1	BASE	92.00	22.790	25.5 00	184	36.773	-44.720
25-YR BASIN Cl JB-1	BASE	96.00	22.790	25.500	18"1	36.773	-44.135
25-YR BASIN Cl JB-1.	BASE	ioo.oo	22.790	25.500	184	36.773	-43.489
25-YR BASIN Cl JB-1	BASE	124.00	22,790	25.500	184	36.773	-43.098
25-YR  BASIN Cl JB-1	BASE	148.00	22.790	25.500	184	36.773	-43.054
25-YR  BASIN Cl JB-l.	BASE	172.00	22.790	25.500	184	36.711	-43.049
25-YR BASIN C1 JB-1	BASE	196.00	22.790	25.500	184	36.773	-43.048
25-YR  BASIN Cl. JB-1	BASE	2.20.00	22.790	25.500	184	36.773	-43.048
25-YR BASIN Cl JB-1.	BASE	244.00	22.790	25.500	184	36.773	-43,048
25-YR BASIN Cl JB-l.	BASE	268.00	22.790	25.500	184	36.773	·43.048
25-YR BASIN Cl.JB-l.	BASE	292.00	22.790	25.500	184	36.773	-43.048
25-YR BASIN Cl. JB-l.	BASB	316.00	2.2.790	25.500	184	36.773	-43.048
25-YR BASIN Cl. JB-1.	BASE	340.00	22.790	25.500	184	36.773	-43.048
25-YR BASIN Cl.JB-1.	BASE	360.01	22.790	25.500	184	36.773	·43.048
25-YR BASIN Cl JB-2	BASE	o.oo	21.. 400	25.500	148	0.000	0.000
25-YR BASIN Cl JB-2	BASE	4.00	21.500	25.500	148	-37.408	0.000
25-YR BA.SIN C1 JB-2	BASE	8.00	21,500	25.500	148	-37.408	0.000
25-YR  BASIN Cl JB-2	BASE	12.00	21.,500	25.500	148	-37.408	0.000
25-YR BASIN Cl JB-2	BASE	16.00	21.500	25.500	148	-37.408	0.000
25-YR BASIN Cl JB-2	BASE	20.00	21..554	25.500	148	-42.156	·18.925
25-YR BASIN Cl. JB-2	BASE	24.00	23.154	25.500	H8	-50.481	-20.091
25-YR  BASIN Cl JB-2	BASE	28.00	23.l.54	25.500	148	-50,481	-l.9.037
25-YR BASIN Cl JB-2	BASE	32.00	23.154	25.500	148	-50.481	-17.557
25-YR BASIN Cl JB-2	BASE	36.00	23.154	25.500	148	-50.481	-l.5.884
25-YR BASIN Cl JB-2	BASE	40. 00	23,154	25.500	148	-50.481	·l.3.956
25-YR  BASIN Cl JB-2	BASE	44.00	23.154	25.500	148	-50.481	-11.791
25-YR BASIN Cl JB-2	BASE	48.00	23.154	25.500	148	-50.481	-9.352
25-YR BASIN Cl JB-2	BASE	52.00	23.149	25.500	148	-50.159	-6.438
25-YR BASIN Cl JB-2	BASE	56.00	23.129	25.500	148	-48,722	-3.l.20
25-YR BASIN Cl JB-2	BASE	60.00	23,119	25.500	148	-48.013	3.288
25-YR BASll! Cl.JB-2	BASE	64.00	23,109	25.500	J.48	-47.258	4.549
25-YR  BASIN Cl JB-2	BASE	68.00	23,1.01	25.500	148	-46.685	4.774
25-YR BASIN Cl JB-2	BASE	72.00	23.101	25.500	148	-46.685	4.518
25-YR BASIN Cl JB-2	BASE	76.00	23.101	25.500	148	-46.685	4.877
25-YR BASIN Cl JB-2	BASE	80.00	23,091.	25.500	14.8	-45.91.8	5.283
25-YR  BASIN Cl JB-2	BASE	84.00	23.086	25.500	l.48	-45.546	5.718
25-YR  BASIN C1 JB-2	BASE	88.00	23.081.	25 .500	148	-45.l.11	6.137
25-YR  BASIN Cl JB-2	BASE	92.00	23.076	25.500	l.48	-44.720	6.547
25-YR BASIN Cl JB-2	BASE	96.00	23,068	25.500	148	-44.135	6.850
25-YR BASIN C1 JB-2	BASE	100.00	23.060	25.500	148	-43.489	7.002
lnterconnecred Channel and Pond Routing  odel UCPR) :02002 Streamline Tcc)Ulo!ogies. lnc.	Page 3 of1l

Simulation	Node	Group	Time	Stage	Warning	Surface	Total	Total	
					Stage	Area	Inflow	Outflow	
			hrs	ft	ft	ft2	cfs	cfs	

25-YR	BASIN Cl JB-2	BASE	124.00	23.055	25,500	148	-43.098	7.352	
25-YR	BASIN Cl JB-2	BASE	1.48.00	23.055	25.500	1.48	-43.054	7.388	
25-YR	BASIN Cl JB-2	BASE	172.00	23.055	25.500	148	-43.049	7.393	
25-YR	BASIN Cl JB-2	BASE	196.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	220.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	244.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	268.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	292.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	316.00	23.055	25.SOO	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	340.00	23.055	25.500	148	-43.048	7.393	
25-YR	BASIN Cl JB-2	BASE	360.01	23.055	25.500	148	-43.048	7 .393	

25-YR	
BASIN	
Cl. JB-2A	
BASE	
0.00	
21.400	
25.500	
144	
0.000	
0.000	
25-YR	BASIN	Cl. JB·2A	BASE	4.00	21.451	25.500	144	0.367	9.629	
25-YR	BASIN	Cl JB-2A	BASE	8.00	21.451.	25.500	144	0.603	9.628	
25-YR	BASIN	Cl. JB-2A	BASE	12.00	21.451	25.500	144	1..195	9.622	
25-YR	BASIN	Cl. JB-2A	BASE	16.00	21.451	25.500	144	2.445	9.597	
25-YR	BASIN	Cl JB-2A	BASE	20.00	21.897	25.500	144	22.404	22.21.9	
25-YR	BASIN	Cl. JB-2A	BASE	24.00	22.891.	25.500	144	-5.734	1.7.475	
25-YR	BASIN	Cl JB-2A	BASE	28.00	22.734	25.500	144	16.256	-19.088	
25-YR	BASIN	Cl. JB-2A	BASE	32.00	22.734	25.500	144	15.698	-19.088	
25-YR	BASIN	Cl JB-2A	BASE	36.00	22.734	25.500	144	14.624-	-19.088	
25-YR	BASIN	Cl. JB·2A	BASE	40.00	22.734	25.500	144	13.646	·19.088	
25-YR	BASIN	Cl JB•2A	BASE	44.00	22.900	25.500	144	-6.768	17.946	
25-YR	BASIN	Cl JB-2A	BASE	48.00	22.900	25.500	144-	-7.080	17.946	
25-YR	BASIN	Cl. JB-2A	BASE	52.00	22.900	25.500	144	-7.285	17.946	
25-YR	BASIN	Cl JB-2A	BASE	56.00	22.900	25.500	144	-7.419	17.946	
25-YR	BASIN	Cl JB-2A	BASE	60.00	22.900	25.500	1.44	-7.507	17.946	
25-YR	BASIN	Cl JB-2A	BASE	64.00	22.900	25.500	144	-7.566	17.946	
25-YR	BASIN	Cl JB-2A	BASE	68.00	22.900	25.500	144	-7.604	17.946	
25-YR	BASIN	CJ. JB-2A	BASE	72.00	22.900	25.500	144	-7.630	17.946	
25-YR	BASIN	Cl..JB-2A	BASE	76.00	22.900	25.500	144	-7.646	17.946	
25-YR	BASIN	Cl JB-2A	BASE	80.00	22.900	25.500	144	-7.657	17.946	
25-YR	BASIN	Cl. JB-2A	BASE	84.00	22.900	25.500	144	-7.665	17.946	
25-YR	BASIN	Cl JB-2A	BASE	88.00	22.900	25.500	144	-7.670	17.946	
25-YR.	BASIN	C1 JB-2A	BASE	92.00	22.900	25.500	1.44	-7.673	17.946	
25-YR	BASIN	Cl JB-2A	BASE	96.00	22.900	25.500	14-l	-7.675	17.946	
25-YR	BASIN	C1 JB·2A	BASE	100.00	22.900	25.500	144	-7.676	17.9-46	
25-YR	BASIN	C1 JB-2A	BASE	124.00	22.900	25.500	144	-7.679	17.946	
25-YR	BASIN	CJ. JB-2A	BASE	148.00	22.900	25.500	14-4	-7.679	17.946	
25-YR	BASIN	C1 JB-2A	BA.SE	172.00	22.900	25.500	144	-7.679	1.7.946	
25-YR.BASIN	Cl	JB-2A	BASE	196.00	22.900	25.500	144	-7.679	17.946	
25-YR BASIN	Cl	JB-2A	BASE	220.00	22.900	25.500	144	-7.679	17.946	
25-YR BASIN	Cl	JB-2A	BASE	244.00	22.900	25.500	144	-7.679	17.946	
25-YR BASIN	Cl	JB-2A	BASE	268.00	22.900	25.500	144	-7.679	17.946	
25-YR. BASIN	Cl	JB-2A	BASE	292.00	22.900	25.500	144	-7.679	17.945	
25-YR BASIN	Cl	JB-2A	BASE	316.00	22.900	25.500	144	-7.679	17.946	
25-YR BASIN	Cl	JB-2A	BASE	340.00	22.900	25.500	144	-7.679	17.94.6	
25-YR BASIN	Cl	JB-2A	BASE	360.01	22.900	25.500	144	-7.679	17.946	
25-YR BASIN	Cl	JB-2B	BASE	0.00	21.400	25.500	149	0.000	0.000	
25-Yl<.BASIN	Cl	JB-2B	BASE	4.00	21.400	25.500	14.9	9,629	0.000	
25-YR BASIN	Cl	JB-2B	BASE	8.00	21.400	25.500	149	9.628	0.000	
25-YR BASIN	Cl	JB-2B	BASE	12.00	21.400	25.500	149	9.622	0.000	
25-YR BASIN	C1	JB-2B	B.l>,SE	16.00	21.400	25.500	149	9.597	0.000	
25-YR BASIN	Cl	JB-2B	BASE	20.00	21.600	25.500	149	22.219	0.000	
25-YR BASIN	Cl.	JB-2B	BASE	24.00	22.724	25.500	149	17.475	-52.567	
25-YR BASIN	Cl.	JB-2B	BASE	28.00	22.924	25.500	14.9	-19.088	-27.520	
25-YR BASIN	Cl	JB-2B	BASE	32.00	22.924	25.500	149	-19.088	-27.520	
25-YR BASIN	Cl	JB-2B	BASE	36.00	22.924	25.500	149	-J.9.088	-27.520	
25-YR BASIN	Cl	JB-2B	BASE	40.00	22.924	25.500	149	-19.088	-27.520	
25-YR BASIN	Cl	JB-2B	BASE	44.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	48.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	52.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl.	JB-2B	BASE	56.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	60.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	64.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	68.00	22.724	25.SOO	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	72.00	22. 724	25.500	149	17.946	-5;2.567	
25-YR BASIN	Cl	JB-2B	BASE	76.00	22.724	25,500	149	17..946	-52,567	
25-YR BASIN	Cl	JB-2B	BASE	80.00	22.724	25.500	149	17.946	-52.567	
25-YR BASIN	Cl	JB-2B	BASE	84.00	22.724	25.500	149	17.946	-52.567	

lnrerconnected Channel and Pond Routing Model (ICPR) I02002 Streamline Technologies, Inc.	Page 4 of9

cf

Simulation	Node	Group	Time	Stage Warning	Sui.face	Total	Total	
			
hi;s 		Stage
ft	 ft		Area
ft2		Inflow
cfs 	outflow	

--s-
25-YR BASIN Cl JB-2B	BASE	88.00	22.724	25.500	1-49	17.946	-52.567
25-YR BASIN C1 JB-2B	BASE	92.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	96.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	100.00	22.724	25,500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	124.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl.JB-2B	BASE	148.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	172.00	22.724	25.500	lH	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	196.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	220.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	244.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	268.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	292.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	316.00	22.724.	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	340.00	22.724	25.500	149	17.946	-52.567
25-YR BASIN Cl JB-2B	BASE	360.01	22.724	25.500	149	17.946	-52.567
25-YR	Basin C2	BASE	0.00	2L400	25.500	113	0.000	0.000
25-YR	Basin C2	BASE	4.00	23.004	25.500	26406	1. 318	0.574
25-YR	Basin C2	BASE	8.00	23.287	25.500	79075	1.955	0.627
25-YR	Basin C2	BASE	12.00	23.528	25.500	.138309	2.919	1. 152
25-YR	Basin C2	BASE	16.00	23.582	25.500	154545	3.308	3.126
25-YR	Basin C2	BASE	20.00	24.363	25.500	387208	95.420	65.422
25-YR	Basin C2	BASE	24.00	24.867	25.500	504645	3.373	11.134
25-YR	Basin C2	BASE	28.00	24.681	25.500	462271	0.000	7.133
25-YR	Basin C2	BASE	32.00	24.455	25.500	410606	0.000	6.590
25-YR	Basin C2	BASE	36.00	24.220	25.500	344608	0.000	5.696
25-YR	Basin C2	BASE	40.00	23.979	25.500	272793	0.000	4.592
25-YR	Basin C2	BASE	44.00	23.746	25.500	203340	0.000	3.137
25-YR	Basin C2	BASE	48.00	23.554	25.500	146204	0.000	1.286
25-YR	Basin C2	BASE	52.00	23.502	25.500	130641	0.000	0.211
25-YR	Basin C2	BASE	56.00	23.476	25.500	122693	0.000	0.261
25-YR	Basin C2	BASE	60.00	23.442	25.500	112629	0.000	0.286
25-YR	Basin C2	BASE	64.00	23.403	25.500	100990	0.000	0.291
25-YR	Basin C2	BASE	68.00	23.360	25.500	92719	0.000	0.281.
25-YR	Basin C2	BASE	72.00	23.316	25.500	84543	0.000	0.258
25-YR	Basin C2	BASE	76.00	23 _ 271	25.500	76194	0.000	0.245
25-YR	Basin C2	BASE	80.00	23.223	25.500	67190	0.000	0.235
25-YR	Basin C2	BASE	84.00	23.170	25.500	57341	0.000	0.221.
25-YR	Basin C2	BASE	88.00	23.111	25.500	46294	0.000	0.204
25-YR	Basin C2	BASE	92.00	23.041	25.500	33299	0.000	0.179
25-YR	Basin C2	BASE	96.00	22.949	25.500	16065	0.000	0.130
25-YR	Basin C2	BASE	100.00	22.856	25.500	6355	0.000	0.007
25-YR	Basin C2	BASE	124.00	22-830	25.500	5995	0.000	0.004
25-YR	Basin C2	BASE	148.00	22.827	25.500	59S6	0.000	0.004
25-YR	Basin C2	BASE	172.00	22.827	25.500	5951	0.000	0,004
25-YR	Basi,n C2	BASE	196.00	22.827	25.500	5950	0.000	0.004
25-YR	Basin C2	BASE	220.00	22.827	25.500	5950	0.000	0.004
25-YR	Basin C2	BASE	244.00	22.827	25.500	5950	0.000	0.004
25-YR	Basin C2	BASE	268.00	22.827	25.500	5950	0.000	0.004
25-YR	Basin C2	BASE	292.00	22.827	25.500	5950	0.000	0.004.
25-YR	Basin C2	BASE	316.00	22.827	25.500	5950	0.000	0.004
2S-YR	Basin C2	BASE	340,00	22.827	25.500	5950	0.000	0.004
25-YR	Basin C2	BASE	360.01	22.827	25.500	5950	0.000	0.004
25-YR	WETLAND	BASE	0.00	21.000	24,000	0	0.000	0.000
25-YR	WETLAND	BASE	4.00	21.120	24.000	0	0,044	0.000
25-YR	WETLAND	BASE	8,00	21.239	24.000	0	0.254	0.000
25-YR	WETLAND	BASE	12.00	21.358	24.000	0	0.710	0.000
25-YR	WETLAND	BASE	16.00	21.478	24.000	0	J..558	0.000
25-YR	WETLAND	BASE	20.00	21.597	24.000	0	6.298	0.000
25-YR	WETLAND	BASE	24. 00	21.717	24.000	0	8.083	0.000
25-YR	WETLAND	BASE	28.00	21.836	24.000	0	7,705	0.000
25-YR	WETLAND	BASE	32.00	21.956	24.000	0	7.226	0.000
25-YR	WETLAND	BASE	36.00	22.0?5	24.000	0	6,698	0.000
25-YR	WETLAND	BASE	40.00	22.195	24.000	0	6.lll	0.000
25-YR	WETLAND	BASE	44.00	22.314	24.000	0	5.473	0.000
25-YR	WETLAND	BASE	48.00	22.433	24.000	0	4.7ln	0.000
25-YR	WETLAND	BASE	52.00	22.553	24.000	0	4,014	0.000
25-YR	WETLAND	BASE	56.00	22.672	24.000	0	J.225	0.000
25-YR	WETLAND	BASE	60.00	22.792	24.000	0	2.431	0.000
25-YR	WETLAND	BASE	64.00	22.911	24.000	0	l.S27	0.000
25-YR	WETLAND	BASE	68.00	23.031	24.000	0	-0.714	0.000
lmerconnecwd Cham1el and P0nd Routing Model ( ICPR) t02002 Sm:amline Technologies, Inc.	Page 5 of9

Simulatiou	Node	Group	Time	Stage Warning	Surface	Total	Total
Stage	Area	Inflow	Outflow
hrs	ft	ft	ft2	cfs	cfs

25-YR	WETLAND	BASE	12.00	23..l.50	24.000	0	-1.672	0.000
25-YR	WETLAND	BASE	76.00	22.843	24.000	0	1. 827	0.000
25-YR	WETLAND	BASE	80.00	22.535	24.000	0	3.035	0.000
25-YR	WETLAND	BASE	84.00	22.228	24.000	0	).902	0.000
25-YR	WETLAND	BASE	88.00	21..921	24,000	0	4.594	0.000
25-YR	WETLAND	BASE	92.00	21.614	24.000	0	5.185	0.000
2S-YR	WETLAND	BASE	96.00	-21.307	24.000	0	5.3S3	0.000
25-YR	WETLAND	BASE	100.00	21.000	24.000	0	5.320	0.000
25-YR	WETLAND	BASE	124.00	21.000	24-.000	0	5.268	0.000
25-YR	WETLAND	BASE	148.00	21.000	24.000	0	5.262	0.000
2S-YR	WETLAND	BASE	172.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	.BASE	196.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	BASE	220.00	21.000	24.000	0	5.262	0.000
25-YR.	WETLAND	BASB	244.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	BASE	268.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	BASE	292.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	BASE	316.00	21.000	24.000	0	5.262	0.000
25-YR	WETLAND	BASE	340,00	21.000	24.000	0	S.262	0.000
25-YR	WETLAND	BASE	360.01	21.000	24.000	0	5.262	0.000
5-YR	BASIN C	BASE	0.00	21.400	25.500	922601	0.000	0.000
5-YR	BASIN C	BASE	4,00	21.425	25.500	923130	2.981	0.049
5-YR	BASIN C	BASE	8.00	21.508	25.500	924879	8.067	0.437
5-YR	BASIN C	BASE	12.00	21.705	25.500	929028	18.970	1. 958
5-YR	l3ASIN C	BASE	16.00	21.906	25.500	933258	11..309	2 .84-7
5-YR	BASIN C	BASE	20.00	22.007	25.500	935453	7.815	2.932
5-YR	BASIN C	BASE	24.00	22.055	25.500	937052	4.131	2.667
5-YR	BASIN C	BASE	28.00	22.049	25.500	936852	0.109	2.117
5-YR	BASIN C	BASE	32.00	22,027	2S.500	936114	0.365	1.223
5-YR	BASIN C	BASE	36.00	22.030	25.500	936219	0.3.l.2	-0.978
5-YR	BASIN C	BASE	40.00	22.053	25.500	937004	-0.036	-1.726
5-YR	BASIN C	BASE	64.00	22..169	25.500	940840	-3.093	-3.939
5-YR	BASIN C	BASE	BB.DO	22.117	25.500	939118	-1.813	2.034
5-YR	BASIN C	BASE	112.DO	21.829	25.500	931623	-0.029	2.541
5-YR	BASIN C	BASE	136.00	2.1.540	25.500	927662	0.000	1.446
5-YR	BASIN C	BASE	160.00	21.547	25.500	925688	0.000	0.689
5-YR	BASIN  C	BASE	184.00	21.499	25.500	924677	0.000	0.380
5-YR	BASIN C	BASE	.208.00	21.471	25.500	924092	0.000	0.231
5-YR	BASIN C	BASE	232.00	21.453	25.500	923723	0.000	0.151
5-YR	BASIN C	BASE	256.00	21.442	25.500	923476	0.000	0.104
5-YR	BASIN C	BASE	280.00	21.433	25.500	923302	0.000	0.075
5-YR	BASIN C	BASE	304.00	2.1.427	25.500	923176	0.000	0.055
5-YR	BASIN C	BASE	328.00	21.423	25.500	923080	0.000	0.042
5-YR	BASIN C	BASE	352.00	21.419	25.500	923007	0.000	0.033
5-YR	BASIN C	BASE	360.0l	21.41.8	25.500	922986	0,000	0.030
5-YR  BASIN Cl BU-1	BASE	0.00	22.000	25.500	1502820	0.000	0.000
5-YR BASIN C.l BU-1	BASE	4.00	22.004	25,500	1510724-	0.668	-0.391
5-YR BASIN Cl BU-1	BASE	8.00	22.039	25.500	1572921	5.547	-0.839
5-YR BASIN Cl BU-1	BASE	12.00	22.182	25.500	1826217	28.468	2.233
5-YR BASIN Cl BU-1	BASE	16.00	22.310	25.500	2054269	15.190	6.298
5-YR BASIN Cl BU-1	BASE	20.00	22.346	25.500	2118519	9.440	7.576
5-YR BASIN Cl BU-1	BASE	24.00	22.348	25.500	2122084	6.604	7.771
5-YR BASIN Cl BU-1	BASE	28.00	22.324	25.500	2078843	1.414	7.177
5-YR BASIN Cl BU-1	BASE	32.00	22.284	25.500	2007392	0.303	5.934
5-YR  BASIN Cl BU·l	BASE	36.00	22.246	25.500	1940286	0.065	4.813
5-YR BASIN Cl BU-l	BASE	40.00	22.214	25.500	1882694	0.014	3.903
5-YR BASIN C1 BU-1	BASE	64.00	22.102	25.500	1683769	0.000	1.29-4
5-YR BASIN Cl BU-1	BASE	88.00	22.057	25.500	1604235	0.000	0.545
5-YR BASIN Cl BU-1	BASE	112.00	22.036	25.500	1566629	0.000	0.272
5-YR BASIN Cl BU-1	BASE	13.6.00	22.024	25.500	1546352	0.000	0.154
5-YR BASIN Cl BU-1	BASE	l.60.00	22.018	25.500	1534301	0.000	0.094
5-YR BASIN Cl BU-1	BASE	184.00	22.013	25.500	1526599	0.000	0.062
5-YR BASIN Cl BU-1	BASE	208.00	22.010	25.500	1521394	0.000	0.043
5-YR BASIN Cl  BU-1	BASE	232.00	22.008	25.500	1517719	0.000	0.031
5-YR BASIN Cl BU-1	BASE	256.00	22.007	25.500	1515030	0.000	0.023
5-YR BASIN Cl BU-1	BASE	280.00	22.006	25.500	1513006	0.000	0.017
5-YR BASIN Cl BU-1	BASE	304.00	22.005	25.500	1511445	0.000	0.014
5-YR BASIN Cl BU-1	BASE	328.00	22.004	25.500	1510216	0.000	0.011
5-YR BASIN Cl BU-1	BASE	352.00	22.004	25.500	1509231	0.000	0.009
5-YR BASIN Cl BU-1	BASE	360.01	22.003	25.500	1508946	0.000	0.008
1oLercQnnectetl Channel and Pond Routing Model (ICPR) ©2002 Sttcamlinc Technologies, Inc.	Page 6 of()

Simulation	Node	Group	Tirne	Stage warning	Surface	Total	Total
Stage	Area	Inflow	Outflow
hrs	ft	ft	ft2	cfs	cfs
5-YR BASIN Cl BU-2	BASE	0.00	22.000	25.500	117612	0.000	0.000
5-YR BASIN Cl BU-2	BASE	4.00	22.035	25.500	120927	0.719	0.405
5-YR BASIN Cl 'BU-2	BASE	8.00	22.067	25.500	124031	1.369	1.091
5-YR BASIN Cl BU-2	BASE	12.00	22.159	25.500	132853	5.379	3.992
5-YR BASIN Cl BU-2	BASE	16.00	22.243	25.500	140939	7.896	7.558
5-YR BASIN Cl BU-2	BASE	20.00	22.266	25.500	143096	8.697	8.630
5-YR BASIN Cl BU-2	BASE	24.00	22.264	25.500	142937	8,462	8.549
5-YR BASIN Cl. BU-2	BASE	28.00	22.242	25.500	140829	7.177	7.504
5-YR BASIN Cl BU-2	BASE	32.00	22.213	25.500	138069	5.934	6,207
5-YR BASIN Cl BU-2	BASE	36.00	22-186	25.500	135460	4.813	5.058
5-YR BASIN Cl BU-2	BASE	40.00	22.162	25.500	133149	3.903	4.108
5-YR BASIN Cl BU-2	BASE	64.00	22.078	25.500	125071	1.294	1.367
5-YR  BASIN Cl BU-2	BASE	88.00	22.044	25.500	121806	0.545	0.576
5-YR BASIN Cl BU-2	BASE	112.00	22.028	25.500	120255	0.272	0.288
5-YR BASIN Cl BU-2	BASE	136.00	22.019	25.500	119417	0,154	0.163
5-YR BASIN Cl. BU-2	BASE	160.00	22.014	25.500	118918	0.094	0.100
5-YR BASIN Cl BU-2	BASE	184.00	22.010	25.500	118599	0.062	0,066
5-YR BASIN Cl BlJ-2	BASE	208.00	22.008	25.500	118383	0.043	0.045
5-YR BASIN Cl BU-2	BASE	232.00	22.006	25.500	118230	0.031	0.033
5-YR BASIN Cl .BU-2	BASE	256.00	22.005	25.500	118119	0.023	0.024
5-YR BASIN Cl BU-2	BASE	280.00	22.004	25,500	118035	0,017	0.018
5-YR BASIN Cl BU-2	BASE	304.00	22.004	25.500	117970	o.OH	0.014
5-YR BASIN Cl BU-2	BASE	328.00	22.003	25.500	117919	0.011	0.011
5-YR BASIN Cl BU-2	BASE	352.00	22.003	25.500	117878	0.009	0.009
5-YR BASIN Cl BU-2	BASE	360,01	22.003	25.500	117866	0.008	0.009
5-YR .BASIN Cl B0-3	BASE	0.00	21.-400	25.500	154	0.000	0.000
5-YR BASIN Cl BU-3	BASE	4.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	8.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	.BASE	12.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	16.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	20,00	;n. 400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	24.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl Btl-3	BASE	28.00	21.400	25.500	154	0.000	25.731
5-YR  BASIN Cl BU-3	BASE	32.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	36.00	21.400	25.500	154	0.000	25.731
5-YR BASIN C1 BU-3	BASE	40.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	64.00	21.400	25.500	15-4	0.000	25.731
5-YR BASIN Cl BU-3	BASE	88.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	112.DO	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	136.00	21.400	25.500	154	0.000	25-731
5-YR BASIN Cl BU-3	BASE	160.00	21.400	25.500	154	0,000	25.731
5-YR BASIN Cl BU-J	BASE	184.00	21.400	25.500	154	0.000	25.731
5-YR  BASIN Cl BU-3	BASE	208.00	21.400	25.500	154-	0.000	25.731
5-YR BASIN Cl BU-3	BASE	232.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	256.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	280.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl B0-3	BASE	304.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	328.00	21.400	25.500	154	0,000	25.731
5-YR BASIN Cl BU-3	BASE	352.00	21.400	25.500	154	0.000	25.731
5-YR BASIN Cl BU-3	BASE	360.01	21.400	25.500	154	0.000	25.731

5-YR  BASIN Cl JB-1	BASE	0.00	21.400	25.500	184	0.000	0.000
5-YR BASIN Cl JB-1	BASE	4.00	21.300	25.500	184	25.731	-37.40B
5-YR BASIN Cl JB-1	BASE	8.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	12.00	21.300	25.500	184	25.731	-37.408
5-YR BAS!N Cl JB-1	BASE	16.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	20.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	24.00	21.300	25.500	184	25,731	-37.408
5-YR BASIN Cl JB-1	BASE	28.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JE-1	BASE	32.00	21.300	25.500	184	25,731	-37.408
5-YR BASIN Cl JB-1	BASE	36.00	21.300	25.500	184	25,731	-37.408
5-YR  BASIN Cl JB-1	BASE	40.00	21.300	25.500	184-	25,731	-37.408
5-YR BASIN Cl JB-1	BASE	64.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	88.00	21.300	25.500	184	25,731	-37.408
5-YR BASIN Cl JB-1	BASE	112.00	21.300	25.500	184	25.731	-37.408
5-YR  BASIN Cl JB-1	BASE	136.00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	160,00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-l	BASE	184_00	21.300	25.500	184	25.731	-37.408
5-YR BASIN Cl JB-1	BASE	208.00	21.300	25.500	184	25.731	-37.408
5-YR	BASIN Cl JB-1	BASE	232.00	21.300	25.500	184	25.731	-37.408	
5-YR	BASIN Cl JB-1	BASE	256.00	21.300	25.500	184	25.731	-37.408	
		---	
lnterconnected Channel and Pond Rouling Model (JCPR) ti::12002 Streamline Technologies, Inc.	Page 7 019

Simulation	Node	Group	Time	Stage Warning	surfaoe	Total	Total
Stage	Area	Inflow	Outflow
	hrs	f't	ft	ft2	cfs	cfs	
5-YR	BASIN Cl JB-l	BASE	280.00	21.300	25.500	184	25.731	-37.408	
5-YR	BASIN Cl JB-1.	BASE	304.00	21.300	25.500	184	25.731	-37.408	
5-YR	BASIN Cl JB-1	BASE	328.00	21.300	25.500	184	25.731	-37.408	
5-YR	BASIN Cl JB·l	BASE	352.00	21.300	25.500	184	25. 731	-37.408	
5-YR	BASIN Cl JB-1	BASE	360.01	21.300	25.500	1-84	25.731	-37.408	
5-YR BASl.l'il Cl JB-2	BASE	0.00	21.400	25.500	148	0.000	0.000
5-YR  BASIN Cl JB-2	BASE	4.00	:n.500	25.500	148	-37.408	0.000
5-YR BASIN Cl JB-2	BASE	8.00	21.500	25.500	148	-37.408	0.000
5-YR BMIN Cl JB-2	BASE	12.00	21.500	25.500	1.48	-37.408	0.000
5-YR  BASIN Cl JB-2	BASE	l6.00	21.500	25.500	148	-37.408	0.000
5-YR BASIN Cl JB-2	BASE	20.00	21.500	25.500	148	-37.408	-0.025
5-YR BASIN Cl JB-2	BASE	24.00	21.500	25.500	148	-37.408	-0.578
5-YR BASIN Cl JB-2	BASE	28.00	21.500	25.SOO	148	-:n.400	-0,486
5-YR  BASIN  Cl JB-2	BASE	32.00	21.500	25.500	148	-37.408	-0 .l.96
5-YR BASIN Cl JB-2	BASE	36.00	21.500	25.500	148	-37.408	-0.232
5-YR BASIN Cl JB-2	BASE	40.00	21.500	25.500	148	-37.408	-0.555
5-YR BASIN CJ. JB-2	BASE	64.00	21.. 500	2S.500	148	-37.408	-3.064

5-YR	EASIN	Cl	JB-2	BASE	112.00	21.500	25.500	148	
5-YR	.BASIN	Cl.	JB-2	BASE	136.00	21..500	2S.500	1.48	

5-YR BASIN Cl JB-2	BASE	88.00	21.500	25.500	J.48	-17.408	-1.784
-37.408	0.000
-37.408	0,000
5-YR BASIN Cl JB-2	BASE	160.00	21.500	25.500	148	-37.408	0.000
5-YR BASIN Cl JB-2	BASE	184.00	21.500	25.500	148	-37.408	0.000
5-YR BASIN CJ. JB-2	BASE	208.00	21..500	25.500	148	-37.408	0.000
5-YR BASIN Cl JB-2	BASE	232.00	21.500	25.500	148	-37.408	0.000
5-YR BASIN Cl. JB-2	BASE	256.00	2J..500	25.500	148	-37.408	0,000
5-YR  BASIN Cl JB-2	BASE	280.00	21-.500	25.500	J.48	-37.408	0.000
5-YR BASIN Cl JB-2	BASE	304.00	21.500	25.500	148	-37.408	0.000

BASE	352.00	21.500	25.500	148	-37.408	0.000	
BASE	360.01	2l.500	25.500	148	-37.408	0.000	
BASE	0.00	2J..400	25.500	:\.<14	0.000	0.000	
BASE	4.00	21.400	25.500	144	0.405	0.046	

5-YR BASIN Cl. JB-2	BASE	328.00	21-.500	25.500	148	-37.408	0,000
5-YR BASIN Cl JB-2
5-YR BASIN Cl JB-2
5-YR BASIN Cl. JB-2A
5-YR BASIN Cl JB-2A
5-YR BASIN Cl JB-2A	BASE	8.00	21.400	25.500	l44	1.091	0.001
5-YR BASIN Cl. JB-2A	BASE	12.00	21.400	25.500	144	3.992	0.000
5-YR BASIN Cl JB-2A	BASE	16.00	2J..412	25.500	144	7.558	3.904
5-YR BASIN Cl JB-2A	BASE	20.00	21.412	25.500	144	8.630	3.667
5-YR B1'1-SIN Cl. JB-2A	BASE	24.00	21.412	25.500	144	8.549	3.686
5-YR BASIN Cl. JB-2A	BASE	28.00	21..4J.2	25.500	H4	7.504	3. !HS
5-YR BASIN Cl. JB~2A	BASE	32.00	21.412	25.500	144	6.207	4.J.44
5-YR BASIN Cl JB-2A	BASE	36.00	21.412	25.500	144	5,058	4.302
5-YR BASIN C1 JB-2A	BASE	40.00	21,4.12	25.500	144	4.108	4.406
5-YR BASIN Cl. JB-2A	BASE	64.00	21.412	25.500	144	1.367	4.579
5-YR BASIN Cl JB-2A	BASE	88.00	21. 4l2	25.500	144	0.576	4.596
5-YR BASIN C1. JB-2A	BASE	112.00	21.412	25.500	1.44	0.288	4.599
5-YR BASIN Cl. JB-2A	BASE	136.00	21..412	25 .500	144	0.163	4,600
5-YR BASIN Cl JB-2A	BASE	160.00	:21.412	25.SOO	144	0.100	<l. 600
5-YR BASIN Cl JB-2A	BASE	184.00	21.412	25.500	144	0.066	4. 600
5-YR BASIN Cl JB-2A	BASE	208.00	21.4J.2	25.500	144	0.045	4.600
5-YR BASIN Cl JB-2A	BASE	232.00	21.412	25.500	144	0,033	4.600
5-YR BASIN Cl JB-2A	BASE	256.00	21.4l2	25.500	14.4	0.024	4.600
5-YR BASIN C1 JB-2A	BASE	280.00	21.412	25.500	144	0.018	4.600
5-YR BASIN Cl JB-2A	BASE	304.00	21.412	25.500	144	0,014	4.600
5-YR BASIN Cl JB-2A	BASE	328.00	21.412	25.500	144	0.011	4.600
5-YR BASIN C1 JB-2A	BASE	352.00	21.412	25.500	144	0.009	4.600
5-YR BASIN C1 JB-2A	BASE	360.01	21.412	25.500	144	0.009	4 .600
5-YR BASIN Cl JB-2B	BASE	0.00	21.400	25.500	149	0.000	0.000
5-YR 'BASIN Cl JB-28	BASE	4.00	21.400	25.500	149	0.046	0.000
5-YR BASIN Cl. JB-2B	BASE	8.00	21..400	25.500	149	0.001	0.000
5-YR BASIN Cl JB-2B	BASE	12.00	21.400	25,500	149	0.000	0.000
5-YR BASIN Cl JB-2B	BASE	16.00	21.400	25.500	1.49	3,904	0.000
5-YR BASIN Cl JB-2B	BASE	20.00	21.400	25.500	149	3.667	0.000
5-YR BASIN CJ. JB-2B	BASE	24.00	21.400	25.500	149	3.686	Q.000
5-YR BASIN Cl JB-2B	BASE	28.00	21.400	25.500	1.49	3.915	0.000
5-YR BASIN Cl. JB-2B	BASE	32.00	21.400	25.500	149	4.144	0.000
5-YR BASIN Cl JB-2B	BASE	36.00	21.400	25.500	149	-4. 302	0.000
5-YR BASIN Cl JB-2B	BASE	40.00	21.400	25.500	149	4,406	0.000
5-YR BASIN Cl JB-2B	BASE	64.00	21.400	25.500	1.49	4.579	0.000
5-YR BASIN Cl. JB-2B	BASE	88.00	21.400	25.500	149	4.596	0.000
5-YR BASIN CJ. JB-2B	BASE	1.12.00	21.400	25.500	149	<a,599	0.000
lnrcrconnccrnd Channel and Pond Roulin_g Model {\CPR) ©2002 SrreamlineTochnologics. Inc.	Page 8 ofO

Simulation	Node	Group	Time	Stage Warning	Surface	Total	Total
Stage	Area	Inflow	outflow-
hrs	ft	ft	ft2	cfs	cfs

5-YR BASIN Cl. JB-2B	BASE	136.00	21.400	25.500	1.49	4.600	0.000
5-YR BASIN Cl. JB-2.B	BASE	1.60.00	21.400	25.500	1.49	4.600	0.000
5-YR BASIN Cl. JB-2B	BASE	184.00	21.400	25.500	149	4.600	0.000
5-YR BASIN Cl. JB-2B	BASE	208.00	21.400	25.500	149	4.600	0.000

5-YR	BASIN Cl.	JB-2B	BASE	256.00	21.400	25.500	149	4.600	0.000	
5-YR	BASIN Cl.	JB-2B	BASE	280.00	21.400	25.500	149	4,600	0.000	
5-YR	BASIN Cl	JB-2B	BASE	304.00	21.400	25.500	149	4.600	0.000	

5-YR BASIN Cl JB-2B	BASE	232.00	21.400	25.500	149	4.600	0.000

5-YR BASIN Cl JB-2B	BASE	328.00	21.400	25.500	149	4.600	0.000
5-YR BASIN Cl JB-2B	BASE	352.00	21.400	25.500	149	4.600	0.000
5-YR BASIN Cl. JB-2B	BASE	360.01.	21.400	25.500	1.49	4.600	0.000
5-YR	Basin C2	BASE	o.oo	21.400	25.500	113	0.000	0.000
5-YR	Basin C2	BASE	4.00	23.028	25.500	30809	1.436	o.579
5-YR	Basin C2	BASE	8.00	23.458	25.500	1.17474	4-.057	0.656
5-YR	Basin C2	BASE	12.00	23.634	25.500	169795	6.314	5.757
5-YR	Basin C2	BASE	1.6.00	23.603	25.500	1.60781	3.500	4,086
5-YR	Basin C2	BASE	20.00	23-575	25.500	152215	2.473	2.720
5-YR	Basin C2	BASE	24.00	23.548	25.500	1444 04	l.. 396	1.689
5-YR	Basin C2	BASE	28.00	23.504	25.500	1.31148	0.000	0.595
5-YR	Basin C2	BASE	32.00	23.437	25.500	111101	0,000	0.560
5-YR	Ba,sin C2	BASE	36.00	23.357	25.500	92256	0.000	0.544
5-YR	Basin C2	BASE	40.00	23.266	25.500	75191	0.000	0.520
5-YR	Basin C2	BASE	64.00	22,165	25.500	113	0.000	-0.030
5-YR	Basin C2	BASE	88.00	22.11.4	25.500	11.3	0.000	-0.029
5-YR	Basin C2	BASE	112.00	21.825	25.500	113	0.000	-0,02.9
5-YR	Basin C2	BASE	136.00	21.641.	25.500	11.3	0.000	0.000
5-YR	Basin C2	BASE	l.60.00	21.547	25.500	113	0.000	0.000
5-YR	Basin C2	BASE	184.00	21.499	25-500	113	0.000	0.000
5-YR	Basin C2	BASEl	208.00	21.471	25.500	113	0,000	0.000
5-YR	Basin C2	BASE	232.00	21.453	25.500	113	0.000	0.000
5-YR	Basin C2	BASE	256.00	21.442	25.500	113	0.000	0.000
5-YR	Basin c2	BASE	280.00	21.433	25.500	113	0.000	0.000
5-YR	Basin C2	BASE	304.00	21.427	25.500	l.l3	0.000	0.000
5-YR	Basin C2	BASE	328.QO	21.-423	25-500	113	0,000	0.000
5-YR	Basin C2	BASE	352.00	21.419	25.500	113	0.000	0.000
5-YR	Basin C2	BASE	360.01	21.418	25.500	113	0.000	0.000
5-YR	WETLAND	BASE	0.00	21.000	24.000	0	0.000	0.000
5-YR	WETLAND	BASE	4.00	21.120	24.000	0	0.049	0.000
5-YR	WETLAND	BASE	B.00	21.239	24.000	0	0.437	0.000
5-YR	WETLAND	BASE	12.00	21.358	24.000	0	1.958	0.000
5-YR	WETLAND	BASE	16.00	21.478	24.000	0	2.847	0.000
5-YR	WETLAND	BASE	20.00	21.597	24.000	0	2.932	0.000
5-YR	WETLAND	BASE	24.00	21.717	24.000	0	2.667	0.000
5-YR	WETLAND	BASE	28.00	21.836	24.000	0	2.117	0.000
5-YR	WETLAND	BASE	32_00	21.956	24.000	0	1.223	0.000
5-YR	WETLAND	BASE	36.00	22.075	24.000	0	-0.978	0.000
5-YR	WETL/.\NP	BASE	4-0.00	22.195	24.000	0	-1,726	0.000
5-YR	WETLAND	BASE	64.00	22.911	24.000	0	-3.939	0.000
5-YR	WETLAND	BASE	88.00	21.921	24.000	0	2,034	0.000
5-YR	WETLAND	BASE	1.12.00	21.000	24.000	0	2.541	0.000
5-YR	WETLAND	BASE	1.36.00	21.000	24.000	0	1.446	0.000
5-YR	WETLAND	BASE	1.60,00	21.000	24.000	0	0.689	0.000
5-YR	WETLAND	BASE	184.00	21.000	24.000	0	0.380	0.000
5-YR	WETLAND	BASE	208.00	21.000	24.000	0	0.231	0.000
5-YR	WETIJ\ND	BASE	232.00	21.000	24.000	0	0,1.51	0.000
5-YR	WETW\ND	BASE	256.00	21.000	24.000	0	0.1.04	0.000
5-YR	WETLAND	BASE	280.00	21..000	24.000	0	0.075	0.000
5-YR	WETLAND	BASE	304.00	21.000	24.000	0	0.055	0.000
5-YR	WETLAND	BASE	328.00	21.000	24.000	0	0.042	0.000
5-YR	WETLAND	BASE	352.00	21.000	24.000	0	0.033	0.000
5-YR	WETLAND	BASE	360.01	21.000	24.000	0	0.030	0.000

Interconnected Channel and Pond Routing Model (JCPR) ©2002 Sb'eamline Toohnologics, Jnc.	Page 9 of 9

Page 80

TREELINE		
				Max Time	Max	Warning Max Delta	Max Surf	Max Time	Max	Max Time	Max	
	Name	Group	Simulation	Stage	Stage	Stage	Stage	Area	Inflow	Inflow	outflow	Outflow	
hrs	ft	ft	ft	ft2	hrs	cfs	hrs	cfs	

 
BASIN C	BASE	100-YR	23.97	25.441	25.500	0.0167	1871433	19 .98	274.073	0.00	0.000
BASIN Cl BU-1	BASE	100-YR	27.85	23.160	25.500	0.0029	2573395	20.00	98.588	27.95	10.201
.BASIN Cl BU-2	BASE	1.00-YR	27-77	23.111	25.500	0.0090	21.1.979	19.35	28.149	19.02	2l.021
BASIN Cl BU-3	BASE	1.00-YR	20.77	23.100	25.500	0.1000	154	19.23	56.047	18.95	43.930
BASIN Cl JB-1	BASE	100-YR	20.80	23.200	25.500	-0.1000	184	18.95	43.930	19.00	36.389
BASIN Cl JB-2	BASE	100-YR	71.95	23.139	25.500	0.1000	148	19.00	36.389	315.72	3.464
BASIN Cl JB-2A	BASE	100-YR	36 .80	23.184	25.500	0,1.000	1.44	1.9. 02	21.021.	18.73	27.316
BAS Cl. JB-2B	BASE	100-YR	36.82	23.167	25.500	·0.1000	149	18.73	27.316	19.23	56.047
Basin C2	BASE	100-YR	23 .62	25.480	25.500	0.0264	641380	20.00	1.20.5J.2	19.17	67,090
WETLAND	BASE	100-YR	72.00	2l.150	24,000	-0.0013	0	o.oo	0.000	0.00	0.000

lnteroonnected Channel and Pond Routing Model (TCPR) ()2002 Streamline Technologies. Inc.	Page I of I

lOOYR 3 DAY ZER◊ DISCHARGE

Name: BASIN C
Group: BASE

Rainfall File: Sfwmd72 Rainfall Amount(in): 8.000

Node: BASIN C
Type: Santa Barbara CN

Storm Duration(hrs) Time of Cone(min):

Status: Onsite

72.00
22.00

Area(ac): 46.590 curve Number: B4.00
DCIA('!;): 42.00

Time Shift(hrs): 0.00
Time Increment(min): 15.00
Max Allowable Q(cfs): 999999.000

Name: BASIN C1 B0-1
Group: BASE

Rainfall File: sfwmd72

Node: BASIN C1 BU-1
Type: Santa Barbara CN

Storm Duration(hrs)

Status: Onsite

72. 00

Rainfall Amount(in):

8.000

Time of Conc(min): 155.80

Area(ac): 64.340

Time Shift (hrs):

0.00

CUrve Number: 90.00	Time Increment(min): 15.00

OCIA('I;):

0.00

Max Allowable Q(cfs): 999999.000

Name: BASIN Cl BU-2
Group: BASE

Rainfall File: sfwmd72 Rainfall Amount(in): 8.000
Area(ac): 9.630
Curve Number: 99.00
DCIA(\-): 50.00

.Name: Basin C2 Group: BASE

Node: BASIN Cl. 80-2
Type: Santa Barbara CN

Storm Duration(hrs) Time of Conc(min) Time Shift(hrs) Time Increment(min) Max Allowable Q(cfs)

Node: Basin C2
Type: Santa Barbara CN

Status: Onsite

72.00
27.00
0.00
15.00
999999.000

Status: Onsite

Rainfall File: sfwmd72 Rainfall Amount(in): 8.000
Area(ac): 22.180
Curve Number: 87.00
DCIA(lf;): 48.00

Storm Duration(hrs): 72.00 Time of Conc(min): 19.00
Time Shift(hrs): 0.00
Time Increment(min): 15,00
Max Allowable Q(cfs): 999999.000

Name: BASIN C
Group, BASE
Type: Stage/Area

Base Flow(cfs): 0.000	Init Stage(ft): 21.400
Warn Stage(ft): 25.500

Stage(ft)	Area(ac)	
21.400	21.1800	
22.000	21.4700	
22.500	21.8500	
23.000	22.1000	
23.500	22.2000	
24.000	22.4400	
24.500	27.7500	
25.000	35.8400	
25.500	43.9200	

Interconnected Chilnnel and Pond Routing Model (!CPR) ©2002 Streamline Technologies, Im.>.	Page I of 11

 	 

Name: BASIN Cl BU-1
Group: BASE Type: Stage/Area

Base Flow{cfs), O. 000	rnit Stage(ft): 22.000
warn Stage(ft): 25.500

Stage{ftl	Area(ac)	
22.000	34,5000	
22.500	54.9000	
23.000	58.5000	
23.500	60.3000	
24.000	61.8000	
24,500	63.2000	
25.000	64.3400	

Name: BASIN Cl BU-2
Group: BASE Type: Stage/Area

Base Flow(cfs): 0.000	Init Stage(ft): 22.000
Warn Stage(ft): 25.500

Stage(ft)

22.000
22.500
23.000
23.500
24.000
24.500
25.000

Area(ac)

2,?000
3.8000
4,8000
S.1000
?.2000
8.6000
9.6000

Name: BASIN Cl BU-3
Group: BASE
Type: Manhole, Flat Floor

Stage(ft)	Area(ac)

Name: BASIN Cl JB-1
Group: BASE
Type: Manhole, Flat Floor

Stage(ft)	Area(ac)

Name: BASIN Cl JB-2
Group: BASE
Type: Manhole, Flat Floor

Base Flow(cfs): 0.000
Plunge Factor: 1.00

Base Flow(cfs): 0.000
Plunge Factor: 1.00

Base Flow(cfs), 0.000
Plunge Factor: l.00

!nit Stage(ft): 21.400
Warn Stage(ft): 25.500

!nit Stage(ft): 21.400
Warn Stage(ft): 25.SOO

Init Stage(ft): 21. 400
Warn Stage(ft): 25.500

Stage(ft)	Area(ac)

Name: BASIN Cl  JB-2A
Group: BASE
Type: Manhole, Flat Floor

Base Flow(cfs): 0.000
Plunge Factor: 1.00

Init Stage (ft) , 21.400
Warn Stage(ft): 25.500

Stage(ft)	Area(ac)

lnterconnec(oo Channel and Pond Rouling Model (!CPR) ©2002 S1.reanilineTeclmologies, Inc.	Page2 of 11

  	 

Name: BASIN Cl JB-2B
Group: BASE
Type: Manhole, Flat Floor

Stage(ft)	Area(acJ

Name, Basin C2 Group: BASE

Stage(ft)	Area(ac)	
21.400	0,0000	
22.400	0.0000	
22.900	0.1600	
23.400	2.3000	
23.900	5.7200	
24.400	9.1400	
24.900	11.7600	
25.400	14.3900	
25.900	16.4900	

Type: Stage/Area

Name: WETLAND
Group: BASE Type: Time/Stage

Base Flow(cfs), 0.000
Plunge Factor: 1.00

Base Flow(cfs): 0.000

Base Flow(cfs), 0.000

Init Stage(ft}: 21.400
Warn Stage(ft): 25.500

Init Stage(ft) 21.400
Warn Stage(ft): 25.500

Init Stage(ft) 21.000
Warn Stage(ft): 24.000

Time(hrs)	Stage(ft)	
0.00	21.000	
72.00	23.150	
100.00	21.000	
360.00	21.000	

Name:	Group: BASE
Type: Bottom Clip
Function: Time vs. Depth of Clip

Time(hrs) Clip Depth(in)

Name: C1-3	From Node: BASIN Cl	JB-2A	Length(ft): 244.00	
Group: BASE	To Node: BASIN CJ.	JB-2B	Count: 2	
Friction Equation: Average Conveyance
UPSTREAM
Geometry: Circular	DOWNSTREAM
Circular	Solution Algorithm: Automatic
Flow: Both	
Span(in): 30.00	30.00	Ent.ranee Loss Coef: 0.00	
Rise(in)a 30.00	30.00	Exit Loss Coef: 0.00	
Invert(ft), 14.430	14.700	Bend Loss Coef: 0.00	
Manning's N: 0.01.3 000	0.013000	Outlet Ctrl Spec: Use de or t.w	
Top Clip(in) 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Stabilizer Option: None	

lnterconnecled Channel and Pond Routing Model (ICPRJ r02002 SlreamlineTeohnologies, Inc.	Page3 of! I

  		
Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream PHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Name,	C1-4	From Node: BASIN Cl JB-2B	Length(ft):	39.00	
Group:	BASE	To Node: BASIN Cl BU-3	Count:	2	

UPSTREAM	DOWNSTREAM
Geometry: Circular	Circular
Span(in): 36.00	36.00
Rise(in): 36.00	36.00
Invert(ft): l4.700	l4.700 Manning's N: 0.013000	 0.013000
Top Clip(in): 0.000	0.000
Bot Clip(in): 0.000	0.000

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00
Bend Loss Coef: o.oo
outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use dn
Stabilizer Option, None

Name:	C1.-5	From	Node, "BASIN Cl BU-3	Length(ft): 315.00	
"Group,	BASE	To	Node, BASIN Cl JB-1	Count: 1	

UPSTREAM	DOWNSTREAM
Geometry: Circular	Circular
Span(in): 54.00	54.00
Rise(in): 54.00	54.00
Invert(ft): 14.700	14-700

Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: o.oo Exit Loss Coef: 0.00 Bend Loss Coef: 0.00

Manning's N: 0.013000	0.013000	outlet ctrl Spec: Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Stabilizer Option: None	

Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall

Name: Cl-6	From Node, BASIN Cl JB-1	Length(ft): 315.00
Group: BASE	To Node, BASIN C1. JB-2	Count: l
Friction Equation: Average Conveyance

Ol?STREAM	DOWNSTREAM
Geometry, Circular	Circular
Span(in), 54.00	54.00
Rise(in): 54.00	54.00
Inverc(ft): 14.700	14.700

Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coe£: 0.00
Bend Loss Coef: o.oo

Manning's N: 0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in), 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Stabilizer Option: None	

Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream Fm,,\. Inlet Edge Description:
Circular Concrete: Square edge w/ headwall

bllerconnected Channel and Pond Routing Model (lCPR) ;i;:12002 Streamline Teclmologies, Inc.	Page4 of1 I

 

Name, Group:	Cl-1 BAS£	From Node: BASIN Cl BU-l To Node: BASIN Cl. BU-2	Length(ft): 52.00
Count: 2	
	UPSTREAM	DOWNSTREAM	Friction Equation: Average Conveyance	
Geowetry:	Circular	Circular	Solution Algorithm: Automatic	
Span(in):	30.00	30.00	Flow: Both	
Rise(in):	30.00	30.00	Entrance Loss Coef: 0.000	
Invert(ft): 15.220	14,610	Exit Loss Coef: 0.000	
Manning's Ni	0 OlJ 000	o. 013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in):	0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in),	0.000	0.000	Solution Ines: 10	
Upstream FHWA Inlet Edge Description: Circulaz Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

**	Weir 1 of l. for Drop Structure Cl-1 ••• Count: 1
Type: Horizontal Flow: Both
Geometry: Rectangular

Name: Cl-2 Group: BASE	From Node: BASIN Cl To Node: BASIN Cl	BU-2 JB-2A	Length(ft): 194.00
Count: 2	
UPSTREAM	DOWNSTREAM	Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm: Automatic	
Span(in), 30.00	30.00	Flow, Both	
Rise(in): 30.00	30.00	Entrance Loss Coef: 0.000	
Invert(ft): 14. 990	14. 770	Exit Loss Coef: 0.000	
Manning's N: 0.013000	0.013000	Outlet Ctrl Spec, Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Solution Ines, 10	

Span(in): 7B.00 Rise(in): 40.00

Upstream FHWA Inlet Edge Description, Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1 of l for Drop Structure Cl-2 *"*
Count: 1
Type: !lor±zontal Flow: Both
Geometry, Rectangular
Sp;m(in): 7B.00
Rise(in): 40.00

Bottom Clip(in): 0.000 Top Clip (in) : 0,000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600
Invert(ft): 22.000
Control Elev(ft): 22.000

Bott.om Clio(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600
lnvert(ft): 22.000
Control Elev(ft): 22.000

TABLE

TABLE

Name: Cl-7 Group: BASE

From Node: BASIN Cl JB-2
To Node: BASIN C

Length(ft), 61.00
Count: 1

 	
lnteraonoected Cbannel and Pond Routing Model (lCPR) ©2002 Streamline Tecllnologies, !nc.	Page 5 of JI

 			 

UPSTREAM
Geometry: Circular Span(in): 54.00
Rise(in): 54.00
Invert(ft), 14.700
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000

DOWNSTREAM
Circular 54.00
54.00
14.700
0.013000
0.000
0.000

Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.000
Exit Loss Coef, 0.000 Outlet Ctrl Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Solution Ines: 10

Upstream FHW Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1 of l for Drop Structure Cl-7 • • Count: l
Type: Horizontal Flow: Both
Geometry: Rectangular

Span(in): 79.00
Rise(in): 6.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 22.000
Control Elev(ft): 21.400

TABLE

Name: C2-STR
Group, BASE	From Node: Basin C2
To Node: Basin C	Length(ft), 80.00 Count, l	

UPSTREAM	
DOWNSTREAM	
Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm, Automatic	
Span(in): 36.00	36.00	Flow: Both	
Rise(in): 36.00	36.00	Entrance Loss Coef: 0.000	
Invert(ft): 17.400	16,400	Exit Loss Coef: 0.000	
Manning's N: 0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(inl: 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Solution Ines: 10	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description, Circular Concrete: Square edge w/ headwall

•• Weir l of 2 for Drop Structure C2-S'I'R*•* Count: l
Type: Horizontal Flow: Both
Geometry: Rectangular

span(in): 58.00
Rise(in): 40.00
*** Weir 2 of 2. for Drop Structure C2-S'I'R*.* Count.: l.
Type: Vertical: Mavis Flow: Both
Geometry, Circular

Span(in): 3.00
Rise (in): 3.00

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 23.500
Control Elev(ft): 21.400

Bottom Cliplin): 0 000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21.400
Control Elev(ft): 21.400

TABLE

TABLE

Name: C2-STR2
Group: BA.SE

From Node: Basin C2
To Node: BASIN C

Length(ft): 80.00 Count: l

 	
Interconnected Channel and Pond Routing Mod<l! (lCPR) · 2002 Streamline Technologies. loc.	Page 6 of 11

  	

UPSTREAM
Geometry: Circular Span (in) : 36.00 Rise(in): 36.00
Invert(ft): 17.400
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000

DOWNSTREAM
Circular 36.00
36.00
16.400
0.013000
0.000
0.000

Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: Both Entrance Loss Coef: 0.000
Exit Loss Coef, 0.000
Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use dn
Solution Ines: 10

Upstream FHWA Inlet Edge Description: Circular concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

**• Weir l. of 2 for Drop Structure C2-STR2 "*"
CoW)t: 1	Bottom Cliplin): 0.000 Type: Vertical: Mavis		Top Clip(in): 0.000
Flow: Both		Weir Disc Coef, 3.200 Geometry: Circular	Orifice Disc coef: Q.600

Span(in): 3.00	Invert(ft): 2l., 400

.

Rise(in): 3.00	Control Elev(ft): 21.400
..,,. .... Weir 2 of 2 for Drop Structure C2-STR2 **
Count: l	Bottom Clip(in): 0.000 Type: Horizontal		Top Clip(in): 0.000
Flow, Both		Weir Disc Coef, 3.200 Geometry: Rectangular	Orifice Disc Coef: 0.600
Span(in): 58.00	Invert(ft I : 23.500
Rise(in): 40.00	Control Elev(ft): 2l..400

TABLE

TABLE

Name: CS-1	From Node: BASIN C	Length(ft): 20.00	
Group: BASE	To Node: WETLAND	Count: 1	

UPS'l'.REAM	 DOWNSTREAM		Friction Equation: Average Conveyance Geometry: Circular	 Circular	Solution Algorithm: Automatic Span(in): 24.00	24.00			Flow: None
Rise(in): 24.00	24.00	Entrance Loss Coef: 0.000
Invert(ft): 20.400	20.400	Exit Loss Coef: 0.000
Manning's N: 0.Ol.3000	0. 013000	Outlet Ctrl Spec, Ose de or tw
Top Clip(in): 0.000	0.000	Inlet. Ctrl Spec: Use dn
Bot Clip(in): 0.000	0.000	Solution Ines: 10

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concre e, Square edge w/ headwall

...... Weir 1 of 2 for Drop Structure CS-l. ***
Col.Wt: l.
Type: Vertical: Mavis Flow: Both
Geometry: Rectangul<1r

.

Span(in): 11.50
Rise(inl: 3.00
**· Weir 2 of 2  for Drop Structure cs-1 ..
COi.Wt: 1
Type: Horizontal Flow: Both

Bottom Clip(in): 0.000
Top Clip(in)•: 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21.400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef, 3.200

TABLE

TABLE

 	
Interconnected Channel and Pond Routing Model (TC'PR)  2002 Sa-eamline Technologies, !no.	Page 7 of 11

lOOYR 3 DAY ZERO DISCHARGE

Geometry, Rectangular
Span(in)= 28. 00
Rise(in): 36.00

Orifice Disc Coef: 0.600

Invert(ft): 25.500
Control Elev(ft): 21.400

Name: CS-2
Group: BASE	From
To	Node: BASIN C
Node, WETLAND	Length(ft): 20.00
Count: l	

UPSTREAM	
DOWNSTREAM	
Friction Equation: Average Conveyance	
Geometry: Circular	Circular	Solution Algorithm: Automatic	
Span(in): 24.00	24.00	Flow: None	
Rise(in): 24.00	24.00	Entrance Loss Coef: 0.000	
Invert(ft): 20.400	20.4.00	Exit Loss Coef: 0.000	
Manning's N: 0.013000	0.013000	Outlet Ctrl Spec, Use de or tw	
Top Clip(in): 0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000	Solution Ines: 10	

Upstream FRWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1 of 2 for Drop Structure CS-2 .,...
Count: 1
Type: Vertical: Mavis Flow, Both
Geometry: Rectangular

Span(in): 11.50

Bottom Clip(in), 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21.400

TABLE

Rise (in): 3.00

*** Weir 2 of 2 for Drop Structure CS-2
Count: 1
Type: Horizontal Flow: Both
Geometry: Rectangular

Span(in): 28.00
Rise(in): 36.00

...

Control Elev(ft), 21.400

Bottom C1ip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 25.500
Control Elev(ft): 21.400

TABLE

Name: Group:	CS-3
BASE	From Node: BASIN C
To Node: WETLAND	Length(ft): 21. 00
Count: 1	

Geometry:	
UPSTREAM
Circular	
DOWNSTREAM
Circular	
Friction Equation, Average Conveyance Solution Algorithm: Automatic	
Span(in):	24.00	24.00	Flow: None	
Rise(in):	24..00	24.00	Entrance Loss Coef: 0.000	
Invert(ft):	20.400	20.400	Exit Loss Coef: 0.000	
Manning's N:	0.013000	0.013000	Outlet Ctrl Spec: Use de or tw	
Top Clip(in):	0.000	0.000	Inlet Ctrl Spec: Use dn	
Bot Clip(in):	0.000	0.000	Solution Ines, 10	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

••* Weir 1 of 2 for Drop Structure CS-3 •*
Count: 1
Type: Vertical: Mavis Flow, Both

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200

TABLE

  
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.	Page 8 of 11

l00YR 3 DAY ZERO DISCHARGE

Geometry: Rectangular
Span(i.n): 11. so
Rise(in): 3.00
.,.,* Weir 2 of 2 for Drop Structure CS-3 ......
Count, 1
Type: Horizontal Flow: Both
Geometry: Rectangular
Span(in): 28.00
Rise(in): 36.00

Orifice Disc Coef: o.600
Invert(ft): 21.400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft), 25.500
Control Elev(ft): 21.400

TABLE

Name: CS-4 Group: BASE	From Node: To Node:	BASIN C WETLAND	Length(ft): 21.00
Count, 1	
UPSTREAM
Geometry, Circular
Span(in), 24.00	DOWNSTREAM
Circular
24.00		Friction Equation: Average Conveyance Solution Algorithm: Automatic
Flow: None	
Rise(in): 24.00	24.00		Entrance Loss Coef: 0.000	
Invert(ft): 20.400	20.400		Exit Loss Coef: 0.000	
Manning's N:  0.013000	0.013000		Outlet Ctrl Spec: Use de or tw	
Top Clip (in) : 0.000	0.000		Inlet Ctrl Spec: Use dn	
Bot Clip(in): 0.000	0.000		Solution Ines: 10	

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete, Square edge w/ headwall

••• Weir 1 of 2 for Drop Structure CS-4 •••
Count: l
Type: Vertical: Mavis Flow: Both
Geometry: Rectangular
Span( in): lJ.. SO
Rise(in): 3. 00
*** Weir 2 of 2 for Drop Structure CS-4 ••
Count: 1

Bottom Clip(in): 0.000
Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600

Invert(ft): 21,400
Control Elev(ft): 21.400

Bottom Clip(in): 0.000

TABLE

TABLE

Type: Horizontal	Top Clip(in):	0.000	
Flow: Both	Weir Disc Coef:	3.200	
Geometry: Rectangular	Orifice Disc Coef:	0.600	
Span(in): 28.00	Invert(ft):	25.500	
Rise(in): 36.00	Co trol Elev(ft):	21.400	

Name: Group: BASE

Sloped: No

From Node, To Node:

Flow: Both Count: J.

Filter Elev(ft): 0.000
Filter Width(ft), 0.000
Filter Lengtb(ft), 0.000
Filter Permeability(ft/day): 0.000

Pipe Inv Elev(ft): 0.000 Pipe Diameter(in): 0.000
X Grav Thkness(in): 0.000 Y Grav Thkness(in): 0.000

Interconnected Channel and Pond Routing Mod\ll (]CPR)	2002 StrearnlincTechnologles, lnc.	Page 9 of 11

 

	 Hydrology Simulations	

Name: 100-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\100-YR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00 Rainfall File: Sfwmd72
Rainfall Amount(in): 10.00 Time(hrs)	Print Inc(min)
96.000	240.00

Name: 25-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\25-YR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00
Rainfall File: Sfwmd72 Rainfall Amount(in): 8.00
Time(J:\rs)	Print Inc(minl
96.000	240.00

Name: 5-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\5-YR.R32

Override Defaults, Yes Storm Duration/hrs), 24.00
Rainfall File: Scsi-24 Rainfall Amount(in): 5.50

Time(hrs)	Print Inc(min)
96.000	240.00

	 Routing simulations		 Name: 100-YR	Hydrology Sim: 100-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\100-YR.I32

Execute, Yes
.Alternative: No

Restart: No	Patch: No

Max Delta Z(ft): 0.10 Time Step Optimizer: 10.000
Start Time(hrs): 0.000
Min Cale Time(sec): 60.0000 Boundary Stages:

Delta z Factor, 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000
Boundary Flows:

Time(hrs) 60.000
96.000
240.000
360.000
Group

Print Inc(min) 240.000
240.000
1440.000
1440.000

BASE	Yes

Name, 25-YR	Hydrology Sim: 25-YR

laterconnected Channel and Pond Rouling Model (!CPR) ©2002 Streamline Technologies. Jnc.	Page 10 of 11

 
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\25-YR.U2

Execute: No	Restart: No AJ.ternative: No

Max Delta Z(ft): 0.10 Time Step Optimizer, 10.000
Start Time(hrs): 0.000 Min Cale Time(sec): 60.0000
Boundary Stages,

Patch: No

Delta Z Factor: 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000 Boundary Flows:

Time(hrs)	Print Inc(min)
60.000	240.000
96.000	240.000
240.000	1440.000
360.000	1440.000
Group	Run
BASE	Yes

Name: 5-YR	Hydrology Sim: 5-YR
Filename: Y:\Letter Files\2020\20-126\WATER MANAGEMENT\S-YR.I32

Execute: No	Restart: No Alternative: No

Max Delta Z(ft): 0.10 Time Step Optimizer: 10.000
Start Time(hrs): 0.000 Min Cale Time(sec), 60.0000
Bo\Uldary Stages:

Patch, No

Delta z Factor: 0.10000 End Time(hrs): 360.00
Max Cale Time(sec): 1440.0000 Boundary Flows:

Time(brs)	Print Inc(min)
20.000	240.000
36.000	240.000
72,000	1440.000
360.000	1440.000
Group	Run
BASE	Yes

Interconnected Cbannel and Pond Routing Model (ICPR)  2002  tream.line Technologies. lnc.	Page I l orl I

NODE TIME SERIES REPORT

Simulation	Node	Group	Time

QXS	Stage

ft	Warning Stage
ft	Surface
i:u-ea ft2	Total Inflow
cfs	Total Outflow
cfs	
100-YR	BASIN	C	BASE	0.00	21.400	2.5.500	922601	0.000	0.000	
100-YR	BASIN	C	BASE	4.00	21.431	250500	923255	3.672	0.000	
100-YR	BASIN	C	BASE	8.00	21.50;2	25.500	924752	5.445	0.000	
100-YR	BASIN	C	BASE	12.00	21.622	25.500	927284	10.727	0.000	
100-YR	BASIN	C	BASE	16.00	21.804	25.500	931099	12.S10	0.000	
100-YR	BASIN	C	BASE	20.00	24.103	25,500	1024967	273.67S	0.000	
100-YR	BASIN	C	BASE	24.00	25.441	25.S00	1871371	-2.967	0.000	
100-YR	BASIN	C	BASE	28.00	25.348	25.500	1806442	·17.676	0.000	
100-YR	BASIN	C	BASE	32.00	25.210	25.500	1708731	-17.203	0.000	
100-YR	BASIN	C	BASE	36.00	25.067	25.S00	1608661	-16.632	0.000	
100-YR	BASIN	C	BASE	40.00	24.922	25.500	1505968	-16.026	0.000	
100-YR	BASIN	C	BASE	44.00	24.772	25.500	1400392	-15.378	0.000	
100-YR	BASIN	C	BASE	48.00	24.618	25.500	1291684	-14.683	0.000	
100-YR	BASIN	C	BASE	52.00	24.459	25.500	1189614	-13.952	0.000	
100-YR	BASIN	C	BASE	56.00	24.297	25.500	1114843	-13.309	0.000	
100-YR	BASIN	C	BASE	60.00	24.133	25.500	1039069	-12.660	0.000	
100-YR	BASIN	C	BASE	&4.00	23.968	25.500	976812	-11.969	0.000	
100-YR	BASIN	C	BASE	68.00	23.808	25.500	973481	-11.354	0.000	
100-YR	BASIN	C	BASE	72.00	23.658	25.500	970329	-10.370	0.000	
100-YR	BASIN	C	BASE	76.00	23.516	25.500	967376	-9.860	0,000	
100-YR	BASIN	C	BASE	80,00	23.384	25.500	966022	-8.927	0.000	
lOO·YR	BASIN	C	BASE	84.00	23.275	25.500	965071	-7.312	0.000	
100-YR	BASIN	C	BASE	88.00	23.193	25.500	964355	-5.836	0.000	
100-YR	BASIN	C	BASE	92.00	23.13.9	25. 500	963887	-4.£;51	0.000	
100-YR	BASIN	C	BASE	96.00	23.120	25.500	963718	-4.158	0.000	
100-YR	BASIN	C	BASE	100.00	23.110	25. 500	96363 l	-3.888	0.000	
100-YR	BASIN	C	BASE	124.00	23.094	25.500	963492	-3,527	0.000	
100-YR	BASIN	C	BASE	148.00	23.089	25.500	963454	-3,478	0.000	
100-YR	BASIN	C	BASE	172.00	23.089	25.500	963450	·3.464	0.000	
100-YR	BASIN	C	BASE	196.00	23.089	25.500	963450	-3.464	0.000	
100-YR	BASIN	C	BASE	220.00	23.089	25.500	963450	-3 464	0.000	
100-YR	BASIN	C	BASE	244.00	23.089	25.500	963450	-3.4-64	0.000	
100-YR	BASIN	C	BASE	268.00	23.089	25.500	963450	-3.464	0,000	
100-YR	BASIN	C	BASE	292.00	23.089	25.500	963450	-3.464	0.000	
100-YR	BASIN	C	BASE	31Ei. 00	23.089	25.500	963450	-3.464	0.000	
100-YR	BASIN	C	BASE	340.00	23.089	25.500	963450	-3.464	0.000	
100-YR	BASIN	C	BASE	360.01	23.089	25.500	963450	-3.464	0.000	
100-YR BASIN Cl .BU-1	BASE	0.00	22.000	25.500	1502820	0.000	0.000
100-YR BASIN Cl BU-1	BASE	4.00	22.008	25.500	1517314	1.395	-0.454
100-YR BASIN Cl BU-1	BASE	8.00	22.041	25.500	1575562	4.537	-0.515
100-YR BASIN Cl BU-1	BASE	12.00	22.101	25.500	1682247	8.862	0.487
100-YR BASIN Cl BU-1	BASE	16.00	22.172	25.500	1807866	10.850	2.116
100-YR BASIN Cl BU-1	BASE	20.00	22.577	25.500	2415631	98.588	-19.969
100-YR BASIN Cl. BU·l	BASE	24.00	23.068	25.500	2558890	41,?92	5.220
100-YR BASIN Cl BU-1	BASE	28.00	23.160	25.500	2573375	8.945	10.022
100-YR BASIN Cl. BU-1	BASE	32.00	23.137	25.500	2569755	1.. 914	8.465
100-YR BASIN Cl BU-1	BASE	36.00	23.101	25.500	2564113	0.410	Ei.340
100-YR  BASIN Cl BU-1	BASE	40.00	23.090	25,500	2562426	0.088	0.257
100-YR BASIN Cl BU-1	BASE	44-00	23.087	25.500	2561973	0.019	-0.118
100-YR BASIN Cl BU-1	BASE	48.00	23.08Ei	25.500	2561726	0.004	-0.331
100-YR BASIN Cl BU-1	BASE	52.00	23.085	25.500	2561606	0.001	-0.436
100-YR  BASIN Cl BU-1	BASE	56.00	23.085	25.500	2561550	0.000	-0.485
100-YR BASIN Cl BU-1	BASE	60.00	23.085	25.500	2561526	0.000	-0.506
100-YR BASIN Cl BU-1	BASE	64,00	23.085	25.500	25Ei1514	0.000	-0.516
100-YR BASIN Cl BU-1	BASE	68-00	23.084	25,500	2561508	0.000	·0.521
100-YR BASIN Cl BU-1	BASE	72.00	23.084	25.500	2561506	0.000	-0.523
100-YR BASIN Cl BlJ-1	BASE	76.00	23.084	25.500	2561505	0.000	-0.524
100-'tR BASIN Cl BU-1	BASE	80.00	23,084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	84.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN C1 BU-1	BASE	88.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	92,00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	96.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	100.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl B0--1	BASE	124.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	148.00	23.084	25.500	25Ei1504	0.000	-0.525
100-YR BASIN Cl BU l	BASE	172.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	196.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	220.00	23.084	25.500	2561504	0.000	-0.525
100-YR BASIN Cl BU-1	BASE	244.oo	23.084	25.500	2561504	0.000	-0.525

Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technulogies. Inc.	Page I oft,

NODE TlME SERIES REPORT

Simulation	Node	Group	Time

hrs	Stage

ft	Warning Stage
fc	Surface
Area ft2	Total Inflow
cfs	Total Outflow
cfs	
100-YR	BASIN Cl BU-1	BASE	268.00	23.084	25 .soo	2561504	0.000	-0.525	
100-YR	BASIN Cl BU-1	BASE	292.00	23.084	25.500	2561504	0.000	-0.525	
100-YR.	BASIN Cl BU-1-	BASE	316.00	23.084	25.500	2561504	0.000	-0.525	
100-YR.	BASIN ci BU-1-	BASE	340.00	23.084	25.500	2561-504	0.000	-0.525	
J.00-YR	BASIN Cl BU-1.	BASE	360.01	23.084	25.500	2561504	0.000	-0.525	
100-YR	BASill Cl B0-2	BASE	0.00	22.000	25.500	117612	0,007	0.000	
J.00-YR	BASIN Cl BU-2	BASE	4.00	22.039	25.500	121336	0.828	0.482	
100-YR	BASIN Cl BU-2	BASE	8.00	22.054	25.500	122819	0.912	0.797	
100-YR	BASIN Cl B0-2	BASE	12.00	22.096	25.500	126818	2.382	1.874	
100-YR	BASIN Cl BU-2	BASE	16.00	22.149	25.500	131872	.091	3.612	
100-YR	BASIN Cl BU-2	BASE	20.00	22.787	25.500	190567	26.216	10,603	
100-YR	BASIN Cl BU-2	BASE	24.00	23.048	25.500	2J.0340	7.294	16.180	
100-YR	BASIN	Cl	B0-2	BASE	28.00	23.110	25.500	211975	10.023	17.984	
100-YR	BASIN	Cl	BU-2	BASE	32.00	23.098	25.500	211657	8.465	17.344	
100-YR	BASIN	Cl	BU-2	BASE	36.00	23.075	25.500	211057	6. 340	16.079	
100-l'R	BASIN	Cl	BU-2	BASE	40.00	23.090	25.500	21.1432	0.257	12.543	
100-YR	BASIN	Cl	BU-2	.BASE	44.00	23.088	25.500	211381	-0.118	12.404	
100-YR	BASIN	Cl	BU-2	BASE	-48.00	23.087	25.500	211354	-0.331	12 .331	
100-YR	BASIN	Cl	BU-2	BASE	52.00	23.086	25.500	211342	-0.436	U.296	
100-YR	BASIN	Cl	BU-2	BASE	56.00	2L086	25.500	211336	-0.485	12.280	
100-YR	BASIN	Cl	BU-2	BASE	60.00	23.086	25.500	211333	-0.506	12.273	
100-YR	BASIN	Cl	BU-2	BASE	64.00	23.086	25,500	211332	-0.516	1.2.269	
100-YR	BASIN	CJ.	BU-2	BASE	68.00	23.086	25.500	2ll.331	-0.521	l.2.268	
100-YR	BASIN	Cl	BU-2	BASE	72.00	23.086	25.500	21l331	-0.523	12.267	
100-YR	BASIN	C1	BU-2	BASE	76.00	23.086	25.500	211331	-0.524	12.267	
100-YR	BASIN	Cl	BU-2	BASE	80.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	84.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	8B.00	23.086	25.500	211.331	-0.525	l.2.267	
100-YR	BASIN	Cl	BU-2	BASE	92.00	23.086	25.500	211331	-0,525	12.267	
l.00-YR	BASIN	Cl	BU-2	BASE	96.00	23.086	25.500	2ll.331	-0,525	12.267	
100-YR	BASIN	C1	BU-2	BASE	l.00.00	23,086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	124.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	148.00	23.086	25.500	21133l.	-0.525	U.267	
100-YR	BASIN	Cl	BU-2	BASE	l72.00	23.086	25.500	211331	-0.525	l.2.266	
100-YR	BASIN	Cl	BU-2	BASE	196.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	220.00	23.086	25.500	211331	-0,525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	244.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	268.00	23.086	25.500	211331.	-0.525	12.266	
100-YR	BASIN	Cl	BU-2	BASE	292.00	23.086	25,500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	316.00	23.086	25.500	211331	-0,525	12.267	
100-YR	BASIN	Cl	B0-2	BASE	340.00	23.086	25.500	211331	-0.525	12.267	
100-YR	BASIN	Cl	BU-2	BASE	360.01	23.086	25.500	2U331	-0.525	12.267	

100-YR BASIN Cl BU-3	BASE	0.00	21.400	25.500	154	0.000	0.000
100-YR BASIN Cl BU-3	BASE	4.00	21.500	25.500	1-54	-44.787	25.731
100-YR BASIN Cl BU-3	BASE	8.00	21.500	25.500	154	-44.787	25.731
100-YR BASIN Cl BU-3	BASE	12.00	21.500	25.500	154	-44.787	25.731
100-YR  BASIN Cl B0-3	BASE	16.00	21.500	25.500	154	-44.787	25.731
100-YR BASW Cl BU-3	BASE	20.00	22.700	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	24.00	22.900	25.500	1.54	37.800	-45.816
100-YR BASIN Cl BU-3	BASE	28.00	22.900	25.500	154	37.800	-45.816
100-YR  BASIN Cl BU-3	BASE	32.00	22.900	25.500	154	37.800	-45.816
100-YR  BASIN Cl BU-3	BASE	36.00	22.900	25.500	154	37.800	-45.816
100-YR  BASIN Cl BU·3	BASE	40,00	23.100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl B0-3	BASE	44.00	23,100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	48.00	23.100	25.500	l.54	-18.226	-26.452
100-YR  BASIN Cl  BU-3	BASE	52.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	56.00	23.100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	60.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	64.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	68.00	23.100	25.500	J.54	-18.226	-26.452
J.00-YR BASIN Cl BU-3	BASE	72.00	23.100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	76.00	23.100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	80.00	23.100	25,500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	84.00	23.100	25.500	154	-18.226	-26.452
l.00-YR BASIN Cl B0-3	BASE	88.00	23.100	2.5.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	92.00	23.100	25.500	154	-18.226	-26.452
100-YR  BASIN Cl BU-3	BASE	96.00	23.l.OO	25.500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	100.00	23.100	25.500	154	-18.226	-26.452

lnterconnooted Channel and Pond Routmg Model ([CPR}  2002 Streamline Technologies, Inc.	Page2 of6

Simulation	Node	Group	Time	Stage Warning	Surface	Total	Total
Stage	Area	Inflow	Outflow
brs	ft:	ft	ft2	cfs	cfs

.100-YR BASIN Cl BU-3	BASE	124.00	23.100	25.500	154	-.18.226	-26.452
100-YR BASIN Cl. BU-3	BASE	1.48.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN Cl. BU-3	BASE	172.00	23.100	25.500	154	-18.226	-26.452
100-Yfl. BASIN Cl BU-3	BASE	196.00	23.100	25.500	154	-18.226	-26.452
100 -YR BASIN Cl. BU-3	BASE	220.00	23.1.00	25.500	154	-18.226	-26.452
100-YR BASIN Cl BU-3	BASE	244.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN Cl. BU-3	BASE	268.00	23.100	25.500	154	-18.226	-26.452
100-YR. BASIN Cl BU-3	BASE	292.00	23.100	25.500	154	-1.8.226	-26.452
100-YR BASIN Cl BU-3	BASE	316.00	23.100	25.500	154	-18.226	-26.452
100-YR BASIN C.l BU-3	BASE	340.00	23.100	25.500	154	-18.226	-26.452
100-YR. BASIN Cl BU-3	BASE	360.01	23.J.OO	25.500	154	-18.226	-26.452
100-YR BASIN Cl JB-1	BASE	o.oo	21.400	25.500	184	0.000	0.000
100-YR BASIN Cl JB-1	BASE	4.. 00	21.400	25.500	184	25.731	0.000
100-YR BASIN Cl JB-1.	BASE	8.00	21.400	25.500	184	25.731	0.000
100-YR BASIN Cl JB-1	BASE	12.00	21.400	25.500	184	25,7)1	0.000
100-YR BASIN Cl JB-1	BASE	16.00	21.400	25.500	184	25.731	0.000
100-YR. BASIN Cl. JB-1	BASE	20.00	22.800	25.500	184	-26.452	34.506
100-YR  BASIN Cl JB-1	BASE	24.00	23.200	25.500	1.84	-45.816	34.506
1.00-YR BASIN Cl. JB-1	BASE	28.00	23.200	25.500	184	-45.81.6	34.506
100-YR  BASIN Cl JB-1	BASE	32.00	23.200	25.500	1.84	-45.816	34.506
100-YR  BASIN Cl. JB-1	BASE	36.00	23.200	25.500	1.84	-45.816	34.506
100-YR BASIN Cl JB-1.	BASE	40.00	23.200	25.500	184	-26.452	34.506
100-YR  BASIN Cl JB-1	BA.SE	44. 00	23.200	25.500	1.84	-26.452	34.506
1.00-YR BASIN Cl JB-1	BASE	48.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-1	BASE	52.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-l	BASE	56.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-1	BASE	60.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-1	BASE	64.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-1	BASE	68.00	23.200	25.500	184	-26.452	34.506
100-YR BASIN Cl JB-1	BASE	72.00	23.200	25.500	184	-26.452	32.662
.100-YR BASIN Cl. JB-1	BASE	76.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl. JB-1	BASE	80.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	84.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN C1 JB-1	BASE	88.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	92.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	96. 00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	100.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	124.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	148.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	172.00	23.200	25.500	1.84	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	196.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	220.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	244.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	268.00	23.200	25.500	184	-26.452	32.662
100-YR BA.SIN Cl JB-1	BASE	292.00	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-1	BASE	316.00	23.200	25.500	184	-26.452	32.662
100-YR  BASIN Cl JB-1	BASE	340,00	23.200	25.500	1.84	-26.452	32.662
1.00-YR BASIN Cl. JB-1	BASE	360.0J.	23.200	25.500	184	-26.452	32.662
100-YR BASIN Cl JB-2	BASE	0.00	21.,400	25.500	148	0.000	0.000
100-YR BASIN Cl JB-2	BASE	4.00	21.400	25.500	148	0,000	0.000
100-YR BASIN Cl. JB-2	BASE	8.00	21.400	25.500	148	0.000	0.000
100-YR BASIN Cl. JB-2	BASE	12.00	21.400	25.500	148	D.000	0.000
100-YR BASIN Cl JB-2	BASE	16.00	21.400	25.500	148	0.000	0,000
100-YR BASIN Cl JB-2	BASE	20-00	22.620	25.500	148	34.506	-18.860
100-YR  BASIN Cl JB-2	BASE	24,00	23.020	25.500	1.48	34.506	-24.098
100-YR  BASIN Cl JB-2	B.ASE	28.00	23.020	25.500	1-48	34,506	-23.635
100-YR BASIN Cl JB-2	BASE	32.00	23.020	25.500	148	34.506	-22.919
100-YR BASIN Cl JB-2	BASE	36.00	23.020	25.50D	148	34,506	-22.163
100-YR BASIN Cl JB-2	BASE	40.00	23.020	25.500	148	34.506	-21.359
100-YR BASIN Cl JB-2	BASE	44.00	23.020	25.500	.148	)4.506	-20.501
1D0-YR  BASIN Cl JB-2	BASE	48.00	23.020	25.500	1.48	34.506	-19.57'7
100-YR BASIN Cl JB-2	BASE	52.00	23.020	25.50D	148	34.506	-18.577
100-YR BASIN Cl JB-2	BASE	56.00	23.020	25.500	148	34.506	-.17.502
1D0-YR BASIN C1 JB-2	BASE	60.0D	23.020	25.500	148	34.506	-16.341
100-YR BASIN Cl. JB-2	BASE	64.00	23.020	25.500	148	34.506	·l.5.078
100-YR B IN Cl JB-2	BASE	68.00	23.020	25.500	148	34.506	-13.752
100-YR  BASIN Cl JB-2	BASE	72.00	23.039	25.500	148	32.662	-l.2.185
100-YR BASIN C1 JB-2	BASE	76.00	23.039	25.500	148	32.662	-10.704

lntercom1ectcd Channel and Pond Routing Model ([CPR) ©2002 Streamline Technologies. Inc.	l'agc-3 of6

simulation	Node	Group	Time	Stage Warning	Surface	Total	Total
Stage	Area	Inflow	Outflow

32..662	-9.100	
32.662	-7.526	
32.662	-6.077	
32.662	-4,901	
32.662	-4.401	
32.662	-4.119	
32.662	-3.628	
32.662	-3.479	
32.662	-3.464	
32.662	-3.464	
32.662	-3,464	
32.662	-3.464	
32.662	-3.464	
32.662	-3.464	
32.662	-3 ,464	
32.662	-3.464	
32.662	-3.464	

0.000	
0.000	
0.482	0.006	
0.797	0.001	
1.874	0.000	
3. 612	0.000	
10.603	6.995	
16.180	-18.814	
17.984	-17.209	
17.344	-17.209	
16.079	-17.209	
12.543	-12.571	
12.404	-12.571	
12.331	-12.571	
12.296	-12.571.	
12.280	-12.571	
12.273	-12.571	
12.269	-12.571	
12.268	-12.571	
12.267	-12.571	
12.267	-12.571	

)1.rs	ft	ft	ft2	cfs	cfs

100-YR BASIN Cl JB-2	BASE	80.00	23.039	25.500	14S
100-YR BASIN Cl JB-2	BASE	84.00	23,039	25.500	148
100-YR BASIN C1. JB-2	BASE	88.00	23,039	25.500	148
100-YR BASIN Cl JB-2	BASE	92.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	96.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	100.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	124.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	148.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	172.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	196.00	23.039	25.500	148
100-YR  BASIN Cl JB-2	B.Z\.SE	220.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	244.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	268.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	292.00	23.039	25.500	148
100-YR  BASIN Cl JB-2	BASE	316.00	23.039	2'5.500	148
100-YR  BASIN Cl JB-2	BASE	3'10.00	23.039	25.500	148
100-YR BASIN Cl JB-2	BASE	360.01	23.039	25 .500	148
100-YR BASIN Cl JB-2A	BASE	o,oo	21.400	25.500	144
100-YR, BASIN Cl JB-2A	BASE	4-00	21.300	25.500	144
100-YR BASIN Cl JB-2A	BASE	S.00	21.300	25.500	1.44
100-YR BASIN Cl JB-2A	BASE	12.00	21.300	25.500	144
100-YR BASIN Cl JB-2A	BASE	16.00	21.300	25.500	144
100-YR BASIN Cl JB-2A	BASE	20.00	22.700	25.500	144
l.00-YR BASIN Cl JB-2A	BASE	24.00	22.881	25.500	144
100-YR BASIN Cl JB-2A	BASE	28.00	22.912	25.500	144
100-YR BASIN Cl JB-2A	BASE	32.00	22.912	25.500	144
100-YR BASIN Cl JB-2A	BASE	36.00	22.912	25.500	144
100-YR BASIN Cl. JB-2A	BASE	40.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	44.00	22.984	25.500	14!!
1.00-YR BASIN Cl JB-2A	BASE	48.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	52.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	56.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	60.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	64.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	68.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	72.00	22.984	25.500	144

100-YR	BASIN	Cl	JB-2A	BASE	80.00	22.984	25.500	lH	
100-YR	BASIN	Cl	JB-2A	BASE	84.00	22.984	25.500	144	

12.26?	-12.571	
12.267	-12.571	
12.267	-12.571	
12.267	-12.571	
U.267	-12.571	
12.267	-12.571	
12.267	-12.571	
12.267	-12.571	
12.266	-12.571	
12.267	-12.571	
12.267	-12.571	
l.2.267	-12..571	
l.2. 266	-12.571	
12.267	-12.57.1	
12.267	-12.571	
12.267	-12.571	
12.267	-12.571	

100-YR BASIN Cl JB-2A	BASE	76.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	88.00	22.984	25.500	144
100-YR BASIN Cl. JB-2A	BASE	92.00	22.984	25.500	144
100-YR BASIN Cl. JB-2A	BASE	96.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	100.00	22.984	25.500	1.44
100-YR BASIN Cl JB-2A	BASE	124.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	148.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	172.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	196.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	220.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	244.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	268.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	292.00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	316,00	22.984	25.500	144
100-YR BASIN Cl JB-2A	BASE	340.00	22.984	25.500	144
1.00-YR BASIN Cl JB-2A	BASE	360.01	22.984	25.500	144
100-YR BASIN Cl. JB-2B	BASE	0.00	21.400	25.500	149	0.000	0.000
100-YR BASIN Cl JB-2B	BASE	4.00	21,300	25.500	149	0.006	-44.787
100-YR BASIN Cl JB-2B	BASE	11. 00	21.300	25.500	149	0.001	-44.787
100-YR BASIN Cl. JB-2B	BASE	12,00	21.300	25.500	1.49	0.000	-44.787
100-YR BASIN Cl JB-2B	BASE	16.00	21.300	25.500	149	0.000	-44.787
100-YR BASIN Cl JB-2.B	BASE	20.00	22.667	25.500	149	6,995	-18.226
100-YR BASIN Cl JB-2B	BASE	24.00	23.067	25.500	149	-18.814	37.800
100-YR. BASIN Cl JB-2B	BASE	28.00	23.067	25.500	149	-17,209	37.800
100-YR BASIN Cl JB-2B	BASE	32.00	23.067	25.500	1.49	-17,209	37.800
100-YR BASIN Cl JB-2B	BASE	36.00	23.067	25.500	149	-17,209	37.800
100-YR .BASIN Cl JB-2B	BASE	40,00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	44.00	23..067	25.500	149	-12.571.	-18.226
100-YR BASIN Cl JB-2B	BASE	48.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	52.00	23.067	25.500	149	-12. 571	-18.226

Interconnected Channel Md Pond Rooting Model (lCPR) ©2002 Sueamline iecbnulogies, Inc.	Page4of6

Simulation	Node	Group	Time	Stage Warning	Surface	Total	Total
stage	Area	Inflow	Out.flow hrs	ft	ft		ft.2		cfs		cfs

100-YR BASIN Cl JB-2B	SASE	56.00	2.3.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	60.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	64..00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	68.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	72.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	76.00	23.067	25.500	l49	-1.2.571	-18.226
100-YR BASIN Cl JB-2B	BASE	80.00	23,067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-28	BASE	84.00	23,06?	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	88.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	92.00	23.067	25.500	149	-12.5?1	-18.226
100-YR BASIN Cl JB-2B	BASE	96.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	100.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	124..00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	l.4.8.00	23.067	25.500	149	-12.571.  -18,226
100-YR BASIN Cl JB-2B	BASE	.172.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	196,00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	220.00	23.067	25.500	149	-12.571	-.18.226
100-YR BASIN Cl JB-2B	BASE	244.00	23.067	25.500	149	-12,571	-J.8.226
100-YR BASIN Cl JB-2B	BASE	268.00	23.067	25.500	149	-12.571	-18.226
100-YR BASIN Cl JB-2B	BASE	292.00	23.067	25.500	149	-J.2.571	-18.226
100-YR BASIN Cl JB-2B	BASE	316.00	2.3.067	25.500	149	-12.571	-J.8.226
100-YR BASIN Cl JB-2B	BASE	340.00	23.067	25.500	149	-12.571	-1.8.226
100-YR BASIN Cl JB-2B	BASE	360.01	23,067	25.500	149	-12.571	-18,226
100-YR	Basin C2	BASE	o_oo	21.400	25.500	113	0.000	0.000
100-YR	Basin C2	BASE	4.00	23.090	25.500	42346	1.804	0.591
l.00-YR	Basin C2	BASE	8.00	23.407	25.500	102412	2.612	0.648
.100-YR	Basin C2	BASE	12.00	23.586	25.500	l.55561	3.813	3.288
100-YR	Basin C2	BASE	16.00	23.603	25.500	160668	4.225	4.085
100-YR	Basin C2	BASE	20.00	24.640	25.50.0	452894	120.512	57.124
100-YR	Basin C2	BASE	24.00	25.471	25.500	639820	4.237	11.8B0
J.00-YR	Basin C2	BASE	28.00	25.359	25.500	617520	0.000	5.959
100-YR	Basin C2	BASE	32.00	25,220	25.500	585636	0.000	5.717
100-YR	Basin C2	BASE	36'.00	25.078	25.500	553024	0.000	5.531
1.00-YR	Basin C2	BASB	40.00	24.932	25.500	519582	0.000	5.333
100-YR	Basin C2	BASE	44.00	24.782	25.500	485327	0.000	5.122
100-YR	Basin C2	BASE	48.00	24.628	25.500	450091	0.000	4,894
100-YR	Basin C2	BASE	52..00	24.468	25.500	413757	0.000	4.625
1.00-YR	Basin C2	BASE	56.00	24.306	25.500	370228	0.000	4.193
1.00-YR	Basin C2	BASE	60.00	24.1.42	25.500	321260	0.000	3.681
1.00-YR	Basin C2	BASE	64,00	23.976	25.500	271849	0.000	3.l.09
1.00-YR	Basin C2	BASE	68.00	23.816	25.500	224173	0,000	2.398
100-YR	Basin C2	BASE	72.00	23.666	25.500	1.79572	0.000	1,815
l.00-YR	Basin C2	BASE	76.00	23.541	25.500	1.42287	0.000	0.845
100-YR	Basin C2	BASE	80,00	23.502	25.500	130643	0.000	0.1?3
l.00-YR	Basin C2	BASE	84.00	23.481	25.500	124197	0,000	0.214
100-YR	Basin C2	BASE	88.00	23.453	25.500	1.16018	0,000	0.241
100-YR	Basin C2	BASE	92.00	23.421	25.500	106487	0.000	0.251
100-YR	Basin C2	BASE	96.00	23.386	25.500	97578	0.000	0.244
l.00-YR	Basin C2	BASE	100.00	23.350	25.500	90802	0.000	0.231
100-YR	Basin C2	BASE	124.00	23.139	25.500	51503	0.000	0.100
100-YR	Basin C2	BASE	148.00	23.089	25.500	42266	0.000	0.001
l.00-YR	Basin C2	BASE	172.00	23.089	25.500	42186	0.000	0.000
100-YR	Basin C2	BASE	196.00	23.089	25.500	42182	0.000	0.000
100-YR	Basin C2	BASE	220.00	23.089	25.500	42182	0,000	0.000
100-YR	Basin C2	BASE	244.00	23.089	25.500	42182	0.000	0.000
100-YR	Basin C2	BASE	268.00	23.089	25.500	42182	0.000	0.000
100-YR	Basin C2	BASE	292.00	23.089	25.500	42182	0.000	0.000
100-YR	Basin C2	BASE	316.00	23.089	25.500	42182	0.000	-0.000
100-YR	Basin C2	BASE	340.00	2.3. 089	25.500	42182	0.000	-0.000
l.00-YR	Basin C2	BASE	360.01	23.089	25.500	42182	0.000	-0.000

100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND
100-YR	WETLAND

21

..000	24.000	0	0.000	0.000	
119	24.000	0	0.000	0.000	
239	24.000	0	0.000	0.000	
358	24.000	0	0.000	0.000	
.478	24.000	0	0.000	0.000	
.597	24.000	0	0.000	0.000	
.717	24.000	0	0.000	0.000	
836	24.000	0	0.000	0.000	
lnc.			Page 5 of6	

BASE	0.00	
.BASE	4.00	
BASE	8.00	
BASE	12.00	
BASE	16.00	
BASE	20.00	
BASE	24.00	
Bl>.SE	28.00	

21.
21..
21.
21
21
21
21.

 	
Intcroonneoted Channel and Pe>od Routing Mudel ( ICPR)  2002 Streamline Technologies.

Simulation	Node	Group	Time	Stage	Warning	Surface	Total	Total	
					Stage	Area	Inflow	Outflow	
			hrs	ft	ft	ft2	cfs	cfs	
100-YR	WETLAND	BASE	32.00	21.956	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	36.00	22,075	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	40.00	22.194	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	44.00	22.314	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	48.00	22.433	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	52.00	22.553	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	56.00	22.672	24.000	0	0,000	0.000
100-YR	WETLAND	BAS'E	60.00	22.792	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	64.00	22.911	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	68.00	23.031	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	72.00	23.150	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	76.00	22.843	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	80.00	22.536	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	84.00	22.228	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	88.00	21.921	24.000	0	0,000	0.000
100-YR:	WETLAND	BASE	92.00	21.614	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	96.00	21.307	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	100.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	124.00	21..000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	148.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	172.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	196.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	220.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	244.00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	268.00	21,000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	292.00	21.. 000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	316,00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	340,00	21.000	24.000	0	0.000	0.000
100-YR	WETLAND	BASE	360.01	21.000	24.000	0	0.000	0.000

lncerooanected Channel and Porid Routing Model (!CPR) ©2002 Streamline Technologies. Inc.	Page 6 of6

Trusted Experience. Sustainable Solutions.

PROPOSAL

May 4, 2023

PROJECT:	Arborwood CA-1 - CA-4 (fka Parcel C}
CLIENT:	Arborwood CDD

SCOPE OF WORK
Woods and Wetlands Inc. will provide all equipment, labor, and materials for a one-time exotic non-native vegetation control events at the 4 conservation areas of 23.30 AC+/- total formed by CA-1 through CA-4 at the site known as Arborwood Preserve (fka Parcel C} in Lee County, FL. The events will include the treatment of all Category I and II species listed on the current Florida Exotic Pest Plant Council's list of Invasive Species. Woody and herbaceous species will be killed-in-place by the appropriate method, herbicide treated and left to naturally decompose.

DATE AND PRICE OF WORK
MAY 2023	Exotic Vegetation Control - $10,800.00

Woods and Wetlands Inc will perform all the services described in the above referenced SCOPE OF WORK in a professional and workman-like manner and in compliance with all applicable Florida state and local statutes, rules and regulations.

TERMS AND CONDITIONS
Invoices are due and payable upon receipt. Prices are valid for 30 days. This Proposal becomes an Agreement when signed by both the Client and Woods and Wetlands Inc and modifications or services not specifically included by reference herein will be undertaken and completed only by Change Order(s) signed by an authorized representative of each of the above and will be invoiced as additional services to the Client. In the event of an issue, clarification of intent or dispute at some future date, this Proposal/Agreement shall be interpreted according to the laws of the State of Florida.

Accepted this 	 day of 		, 2023. Arborwood CDD		Woods & Wetlands Inc.

Title	Title

18731 Durrance Road • North Fort Myers, FL 33917 • Phone: 239-567-1857 • Fax: 239-567-0932 •

RESOLUTION 2023‐03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2023/2024 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 Arborwood Community Development District (“District”) prior to June 15, 2023, a proposed budget (“Proposed Budget”) for the fiscal year beginning October 1, 2023 and ending September 30, 2024 (“Fiscal Year 2023/2024”); 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 ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2023/2024 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:		, 2023

HOUR:		

LOCATION:		

TRANSMITTAL	OF	PROPOSED	BUDGET	TO	LOCAL	GENERAL	PURPOSE
GOVERNMENT. The District Manager is hereby directed to submit a copy of the Proposed Budget to the City of Ft. Myers and Lee 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 23rd DAY OF May, 2023.

ATTEST:	ARBORWOOD COMMUNITY
DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chair/Vice Chair, Board of Supervisors

Exhibit A:	Proposed Budget

Arborwood Community Development District

Proposed Budget Option A (Current - Gross Acres) Fiscal Year 2023/2024
October 1, 2023 - September 30, 2024

CONTENTS

1 - 3  REVENUE AND EXPENSE DESCRIPTIONS

PROPOSED TOTAL BUDGET

PROPOSED TOTAL BUDGET DETAIL

BUDGET COMPARISON

PROPOSED GENERAL FUND BUDGET

PROPOSED DEBT SERVICE FUND BUDGET - 2014 BOND

PROPOSED DEBT SERVICE FUND BUDGET - 2018 BOND

ASSESSMENTS RECAP - PARCEL A - MARINA BAY & BOTANICA LAKES

ASSESSMENTS RECAP - PARCELS B & D/E - BRIDGETOWN & SOMERSET

ASSESSMENTS RECAP - LENNAR PARCELS

ASSESSMENTS RECAP - OTHER PARCELS

GENERAL FUND METHODOLOGY

2014 BOND METHODOLOGY

2018 BOND METHODOLOGY

ON ROLL ASSESSMENT COMPARISON

REVENUES

1	GENERAL FUND ON ROLL ASSESSMENTS
All assessments placed on the tax roll for Operations & Maintenance.

2	GENERAL FUND DIRECT BILL ASSESSMENTS
Individual parcels not placed on the tax roll are billed directly by mail for Operations & Maintenance Assessments.

3	DEBT ON ROLL ASSESSMENTS
Debt Assessments collected via the property tax roll for Bond Debt

4	DEBT DIRECT BILL ASSESSMENTS
Individual parcels not placed on the tax roll are billed directly by mail for Debt Assessments.

5	DEBT PREPAYMENTS / MISCELLANEOUS PAYMENTS
Debt Assessments used to pay down Bond debt before the required payments by individuals or the District as a whole.

6	GENERAL FUND INTEREST INCOME
Any interest earned on the general fund balance and any item that does not fall into the other income categories is recorded in this category.

7	GENERAL FUND OTHER REVENUES
This is usually carry over funds from a prior year.

EXPENDITURES

8	PAYROLL TAX EXPENSE
For taxes associated with the payroll to supervisors.

9	SUPERVISOR FEES
Fees paid to supervisors for their service to the District.

10  ENGINEERING
State statute requires the District to have an engineer and pay for his or her services.

11  MANAGEMENT
State statute requires the District to have a manager and pay for his or her services.

12  LEGAL

State statute requires the District to have an attorney and pay for his or her services.

13  ASSESSMENT ROLL
The cost to prepare the assessment roll and submit it to the county tax collector.

14  ANNUAL AUDIT
State statue requires the District to have financial statements audited yearly.

15  ARBITRAGE REBATE FEE
This is a bond requirement related to the tax exempt status of the bonds.

16  INSURANCE
The District has a liability insurance policy that protects the supervisors and staff acting on the district's behalf.

17  LEGAL ADVERTISING
State statute requires the District to advertise meetings in advance.

18  MISCELLANEOUS
Any item that does not fit into a category already established.

1

19  POSTAGE

Any packages/letters sent on behalf of the district. Proposals, certified mail, etc. are charged to this category.

20  OFFICE SUPPLIES
This is mainly paper and ink cost related to any printed documents for the district.

21  DUES & SUBSCRIPTIONS
An annual due is required to pay to the state.

22  TRUSTEE FEES
Fees paid to the Bank Trustee responsible for the Bond bank accounts.

23  CONTINUING DISCLOSURE FEE
These are reports we have to file with the SEC related to any bonds.

24  AMORTIZATION SCHEDULES
This is the fee we are charged by either a trustee or financial advisor if we have to reamortize the bonds due to a prepayment.

25  WEBSITE

State statute requires the District to have a public website. This is the cost to run and host the website.

26  PROFESSIONAL FEE & PERMITS
Permit, survey, etc., cost related to maintenance or construction.

27  TREELINE PRESEVE MAINT - EXOTICS
Removal of exotics annually

28  DRI TRAFFIC MONITORING
Bi-annual monitoring of traffic counts to verify actual traffic does not exceed design capacity

29  ENVIROMENTAL CONSULTING - PASSARELLA
Ecological consultant and management of preserve maintenance

30  PANTHER MITIGATION MAINT - EXOTICS
Panther mitigation is an offsite parcel that is required to have the exotics removed on an annual basis as consistent with the ACOE Permit

31  STREET LIGHTING - UTILITY & MAINT
Maintenance on district owned streetlights

32  CAPITAL OUTLAY - SMALL
Small, miscellaneous construction related to district improvements.

33  COUNTY APPRAISER & TAX COLLECTOR FEE
Fees charged to the District by the County Appraiser and Tax Collector for collecting the District's NAV Assessments.

34  FLOWWAY MAINT
Removal of plant material of east/west ditch on an annual basis to improve conveyance

35  MISCELLANEOUS MAINTENANCE
Any District wide maintenance that does not fit into any of the other maintenance categories.

36  MITIGATION MONITORING - (PARCEL C ONLY)
Inspection of the preserve located in Parcel C

37  PRESERVE MAINT - (PARCEL C ONLY)
Removal of exotics in Parcel C preserves

38  LAKE MAINT - AQUATIC CONTROL MAINT- (SOMERSET ONLY)
Maintenance of aquatic vegetation in Somerset lakes

2

39  LAKE MAINT - EROSION MAINT- (SOMERSET ONLY)
Maintenance of lake banks from erosion in Somerset lakes

40  PRESERVE MAINT - (SOMERSET ONLY)
Removal of exotics annually in the preserve in Somerset

41  FIELD INSPECTOR - (SOMERSET ONLY)
Staff person for public relations and coordination of maintenance

42  STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)
Inspection and maintenance of the stormwater drainage pipes in Somerset

43  LAKE BANK INSPECTION - (SOMERSET ONLY)
Inspection of Lake Banks in Somerset Only

44  LAKE BANK INSPECTION - (BRIDGETOWN ONLY)
Inspection of Lake Banks in Bridgetown only.

45  STORMWATER DRAINS INS & MAINT - (BRIDGETOWN ONLY)
Inspection of the stormwater drainage pipes in Bridgetown and submitting report to Bridgetown HOA

46  DEBT PAYMENT (2014)
Total Interest and Principal Payment for the year for all the Parcel C Series 2014 Bonds

47  DEBT PAYMENT (2018)
Total Interest and Principal Payment for the year for all parcels except C for the Series 2018 Bonds

48  MISCELLANEOUS DEBT EXPENSE
Any debt expense other that the regularly scheduled principal and interest payments

49  DISCOUNTS FOR EARLY PAYMENTS
4% buffer to cover for all residents you pay early and receive a discount off their property tax bill, which can be up to 4%

3

TOTAL
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

 REVENUES				TOTAL		
GENERAL FUND ON ROLL ASSESSMENT		554,024	
GENERAL FUND DIRECT BILL ASSESSMENT - LENNAR		962	
DEBT ON ROLL ASSESSMENT		3,243,209	
DEBT DIRECT BILL ASSESSMENT - LENNAR		11,111	
 OTHER INCOME / CARRYOVER BALANCE				18,000	
 Total Revenues			 $	3,827,307 	
 EXPENDITURES	
PAYROLL TAX EXPENSE		

880	
SUPERVISOR FEES		11,000	
ENGINEERING		50,000	
MANAGEMENT		39,720	
LEGAL		22,000	
ASSESSMENT ROLL		5,000	
ANNUAL AUDIT		5,350	
ARBITRAGE REBATE FEE		2,000	
INSURANCE		12,000	
LEGAL ADVERTISING		5,500	
MISCELLANEOUS		3,300	
POSTAGE		1,150	
OFFICE SUPPLIES		2,300	
DUES & SUBSCRIPTIONS		175	
TRUSTEE FEES		30,000	
CONTINUING DISCLOSURE FEE		4,000	
AMORTIZATION SCHEDULES		500	
WEBSITE		2,000	
PROFESSIONAL FEE & PERMITS		1,250	
TREELINE PRESEVE MAINT - EXOTICS		6,000	
DRI TRAFFIC MONITORING		10,000	
ENVIROMENTAL CONSULTING - PASSARELLA		22,000	
PANTHER MITIGATION MAINT - EXOTICS		80,000	
STREET LIGHTING - UTILITY & MAINT		10,000	
CAPITAL OUTLAY - SMALL		1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE		10,000	
FLOWWAY MAINT		4,600	
MITIGATION MONITORING - (PARCEL C ONLY)		0	
PRESERVE MAINT - (PARCEL C ONLY)		7,000	
LAKE MAINT - (SOMERSET ONLY)		46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		60,000	
PRESERVE MAINT - (SOMERSET ONLY)		35,000	
INSPECTOR - (SOMERSET ONLY)		25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)		6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		6,500	
 STORMWATER DRAINS INS - (BRIDGETOWN ONLY)				2,500	
 Total Expenditures			 $	550,825 	
 EXCESS / (SHORTFALL)			 $	3,276,482 	
DEBT PAYMENTS (2014)		(593,966)	
DEBT PAYMENTS (2018)		(2,530,626)	
MISCELLANEOUS DEBT EXPENSE		0	
 BALANCE			 $	151,889 	
DISCOUNTS FOR EARLY PAYMENTS		(151,889)	
 NET EXCESS / (SHORTFALL)			 $	-		

DETAILED TOTAL FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

GENERAL FUND

DEBT - SERIES 2014

DEBT - SERIES 2018

 		 A-1 & A-2	B			A-1 & A-2			TOTAL		
 REVENUES	
GENERAL FUND ON ROLL ASSESSMENT	
554,024	
0	
0	
0	
554,024	
GENERAL FUND DIRECT BILL ASSESSMENT - WCI	962	0	0	0	962	
DEBT ON ROLL ASSESSMENT	0	607,140	0	2,636,069	3,243,209	
DEBT DIRECT BILL ASSESSMENT - WCI	0	11,111	0	0	11,111	
 OTHER INCOME / CARRYOVER BALANCE			18,000		0	0		0		18,000	
 Total Revenues		 $	572,986 	 $ 618,252  $	-		 $	2,636,069 	 $  3,827,307 	

 EXPENDITURES	
PAYROLL TAX EXPENSE	

880	

0	

0	

0	

880	
SUPERVISOR FEES	11,000	0	0	0	11,000	
ENGINEERING	50,000	0	0	0	50,000	
MANAGEMENT	39,720	0	0	0	39,720	
LEGAL	22,000	0	0	0	22,000	
ASSESSMENT ROLL	5,000	0	0	0	5,000	
ANNUAL AUDIT	5,350	0	0	0	5,350	
ARBITRAGE REBATE FEE	2,000	0	0	0	2,000	
INSURANCE	12,000	0	0	0	12,000	
LEGAL ADVERTISING	5,500	0	0	0	5,500	
MISCELLANEOUS	3,300	0	0	0	3,300	
POSTAGE	1,150	0	0	0	1,150	
OFFICE SUPPLIES	2,300	0	0	0	2,300	
DUES & SUBSCRIPTIONS	175	0	0	0	175	
TRUSTEE FEES	30,000	0	0	0	30,000	
CONTINUING DISCLOSURE FEE	4,000	0	0	0	4,000	
AMORTIZATION SCHEDULES	500	0	0	0	500	
WEBSITE	2,000	0	0	0	2,000	
PROFESSIONAL FEE & PERMITS	1,250	0	0	0	1,250	
TREELINE PRESEVE MAINT - EXOTICS	6,000	0	0	0	6,000	
DRI TRAFFIC MONITORING	10,000	0	0	0	10,000	
ENVIROMENTAL CONSULTING - PASSARELLA	22,000	0	0	0	22,000	
PANTHER MITIGATION MAINT - EXOTICS	80,000	0	0	0	80,000	
STREET LIGHTING - UTILITY & MAINT	10,000	0	0	0	10,000	
CAPITAL OUTLAY - SMALL	1,000	0	0	0	1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE	10,000	0	0	0	10,000	
FLOWWAY MAINT	4,600	0	0	0	4,600	
MITIGATION MONITORING - (PARCEL C ONLY)	0	0	0	0	0	
PRESERVE MAINT - (PARCEL C ONLY)	7,000	0	0	0	7,000	
LAKE MAINT - (SOMERSET ONLY)	46,100	0	0	0	46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)	60,000	0	0	0	60,000	
PRESERVE MAINT - (SOMERSET ONLY)	35,000	0	0	0	35,000	
INSPECTOR - (SOMERSET ONLY)	25,500	0	0	0	25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)	20,000	0	0	0	20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)	6,500				6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)	6,500				6,500	
 STORMWATER DRAINS INS - (BRIDGETOWN ONLY)				2,500			0	0			0			2,500	
 Total Expenditures			 $	550,825 		 $	-	$	-			 $	-			 $	550,825 	
 EXCESS / (SHORTFALL)			 $	22,161 		 $ 618,252  $	-			 $	2,636,069 		 $ 3,276,482 	

DEBT PAYMENTS (2014)	
0	
(593,966)	
0	
0	
(593,966)	
DEBT PAYMENTS (2018)	0	0	0	(2,530,626)	(2,530,626)	
MISCELLANEOUS DEBT EXPENSE	0	0	0	0	0	
 BALANCE			 $	22,161 		 $  24,286  $	-			 $	105,443 		 $	151,889 	

DISCOUNTS FOR EARLY PAYMENTS	
(22,161)	
(24,286)	
-	
(105,443)	
(151,889)	
 NET EXCESS / (SHORTFALL)			 $	-			 $	-	$	-			 $	-			 $	-		

		FISCAL YEAR 2021/2022 ACTUAL *		FISCAL YEAR 2022/2023 ANNUAL BUDGET		FISCAL YEAR 2023/2024 ANNUAL BUDGET		

LARGE VARIANCE EXPLANATION	
									
REVENUES									

GENERAL FUND ON ROLL ASSESSMENT		
504,700		
500,974		
554,024		More platted lots on roll and assessment raised because carryover has been depleted	
GENERAL FUND DIRECT BILL ASSESSMENT - LENNAR		3,565		3,538		962		More lots on roll - results in less direct billed	
DEBT ON ROLL ASSESSMENT		3,219,375		3,212,720		3,243,209		More lots on roll - results in less direct billed	
DEBT DIRECT BILL ASSESSMENT - LENNAR		51,624		57,812		11,111		More lots on roll - results in less direct billed	
DEBT PREPAYMENTS / MISCELLANEOUS PAYMENTS		0		0		0			
GENERAL FUND INTEREST INCOME/MISC INCOME		2,846		0		0			

GENERAL FUND OTHER REVENUES/CARRYOVER BALANCE		
0		
18,000		
18,000		Carryover Funds Being Used To Reduce
Assessments	
									
Total Revenues		$  3,782,110		$	3,793,044		$	3,827,307			

EXPENDITURES									
PAYROLL TAX EXPENSE		704		880		880			
SUPERVISOR FEES		9,200		11,000		11,000			
ENGINEERING		43,346		32,500		50,000			
MANAGEMENT		37,452		38,568		39,720		Annual CPI increase in contract (capped at 3%)	
LEGAL		12,101		22,000		22,000			
ASSESSMENT ROLL		5,000		5,000		5,000			
ANNUAL AUDIT		5,350		5,350		5,350		Estimated Amount For 2023/2024 Audit	
ARBITRAGE REBATE FEE		1,000		2,000		2,000			
INSURANCE		9,983		12,000		12,000			
LEGAL ADVERTISING		3,149		5,500		5,500			
MISCELLANEOUS		2,120		3,300		3,300			
POSTAGE		496		1,150		1,150			
OFFICE SUPPLIES		1,419		2,300		2,300			
DUES & SUBSCRIPTIONS		175		175		175			
TRUSTEE FEES		27,174		30,000		30,000			
CONTINUING DISCLOSURE FEE		3,000		4,000		4,000			
AMORTIZATION SCHEDULES		150		500		500			
WEBSITE		2,000		2,000		2,000			
PROFESSIONAL FEE & PERMITS		0		1,250		1,250			
TREELINE PRESEVE MAINT - EXOTICS		0		6,000		6,000		Last Expenditure Was In 2015	
DRI TRAFFIC MONITORING		0		10,000		10,000		Expenditure Occurs Every Two Years	
ENVIROMENTAL CONSULTING - PASSARELLA		11,199		22,000		22,000			
PANTHER MITIGATION MAINT - EXOTICS		80,000		80,000		80,000			
STREET LIGHTING - UTILITY & MAINT		6,005		13,000		10,000		On pace for ~$7,100 by years end	
CAPITAL OUTLAY - SMALL		0		1,000		1,000			
COUNTY APPRAISER & TAX COLLECTOR FEE		8,448		10,000		10,000			
FLOWWAY MAINT		2,350		4,600		4,600			
MISCELLANEOUS MAINTENANCE		20,900		0		0		Mainly Erosion Restoration Project	
									
MITIGATION MONITORING - (PARCEL C ONLY)		0		0		0		Last Expenditure Was In 2018	
PRESERVE MAINT - (PARCEL C ONLY)		1,900		10,800		7,000		Under $10,000 last 2 years	
									
LAKE MAINT - AQAUTIC CONTROL - (SOMERSET ONLY)		46,068		46,100		46,100			
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		62,200		36,500		60,000			
PRESERVE MAINT - (SOMERSET ONLY)		35,000		35,000		35,000			
FIELD INSPECTOR - (SOMERSET ONLY)		24,701		25,500		25,500			
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		0		20,000		20,000			
LAKE BANK INSPECTION - (SOMERSET ONLY)		0		0		6,500		New Line Item	
									
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		0		0		6,500		New Line Item	
STORMWATER DRAINS INS - (BRIDGETOWN ONLY)		0		2,500		2,500			
									
Total Expenditures		462,590		502,473		550,825			
									
EXCESS / (SHORTFALL)		$ 3,319,520		$	3,290,571		$	3,276,482			
									
DEBT PAYMENTS (2014)		(608,408)		(609,673)		(593,966)			
DEBT PAYMENTS (2018)		(2,531,239)		(2,532,350)		(2,530,626)			

MISCELLANEOUS DEBT EXPENSE		0		-		-			
									
BALANCE		$	179,873		$	148,548		$	151,889			

DISCOUNTS FOR EARLY PAYMENTS		
(141,941)		
(148,548)		
(151,889)		Higher assessments on roll results in higher
discount potential	
									
NET EXCESS / (SHORTFALL)		$	37,932		$	-		$	-			

1
2
3
4
5
6

7

8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35

36
37

38
39
40
41
42
43

44
45

46
47

48

49

* Un-audited figures

FINAL BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT GENERAL FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

	FISCAL YEAR		FISCAL YEAR	
	2022/2023		2023/2024	
		ANNUAL BUDGET				ANNUAL BUDGET		
REVENUES					
ON ROLL ASSESSMENTS		500,974		554,024	
DIRECT BILL ASSESSMENTS - WCI		3,538		962	
INTEREST INCOME		0		0	
OTHER INCOME / CARRYOVER BALANCE		18,000		18,000	
 Total Revenues			 $	522,512 		 $	572,986 	
EXPENDITURES					
PAYROLL TAX EXPENSE		880		880	
SUPERVISOR FEES		11,000		11,000	
ENGINEERING		32,500		50,000	
MANAGEMENT		38,568		39,720	
LEGAL		22,000		22,000	
ASSESSMENT ROLL		5,000		5,000	
ANNUAL AUDIT		5,350		5,350	
ARBITRAGE REBATE FEE		2,000		2,000	
INSURANCE		12,000		12,000	
LEGAL ADVERTISING		5,500		5,500	
MISCELLANEOUS		3,300		3,300	
POSTAGE		1,150		1,150	
OFFICE SUPPLIES		2,300		2,300	
DUES & SUBSCRIPTIONS		175		175	
TRUSTEE FEES		30,000		30,000	
CONTINUING DISCLOSURE FEE		4,000		4,000	
AMORTIZATION SCHEDULES		500		500	
WEBSITE		2,000		2,000	
PROFESSIONAL FEE & PERMITS		1,250		1,250	
TREELINE PRESEVE MAINT - EXOTICS		6,000		6,000	
DRI TRAFFIC MONITORING		10,000		10,000	
ENVIROMENTAL CONSULTING - PASSARELLA		22,000		22,000	
PANTHER MITIGATION MAINT - EXOTICS		80,000		80,000	
STREET LIGHTING - UTILITY & MAINT		13,000		10,000	
CAPITAL OUTLAY - SMALL		1,000		1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE		10,000		10,000	
FLOWWAY MAINT		4,600		4,600	
MITIGATION MONITORING - (PARCEL C ONLY)		0		0	
PRESERVE MAINT - (PARCEL C ONLY)		10,800		7,000	
LAKE MAINT - AQAUTIC CONTROL - (SOMERSET ONLY)		46,100		46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		36,500		60,000	
PRESERVE MAINT - (SOMERSET ONLY)		35,000		35,000	
FIELD INSPECTOR - (SOMERSET ONLY)		25,500		25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		20,000		20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)		0		6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		0		6,500	
STORMWATER DRAINS INS - (BRIDGETOWN ONLY)		2,500		2,500	
 Total Expenditures			 $	502,473 		 $	550,825 	
 EXCESS / (SHORTFALL)			 $	20,039 		 $	22,161 	
DISCOUNTS FOR EARLY PAYMENTS		(20,039)		(22,161)	
 NET EXCESS / (SHORTFALL)			 $	-			 $	-		
Approximate Fund Balance as of 9-30-2023 = 300,000.00					

PROPOSED BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT 2014 DEBT SERVICE FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

	2014A-1			2014A-2	
FISCAL YEAR	FISCAL YEAR
2023/2024	2023/2024
 ANNUAL BUDGET 	 ANNUAL BUDGET 

 REVENUES		 REVENUES	
Net On Roll Assessments	479,958	Net On Roll Assessments	102,896
 Direct Bill Assessments - WCI			9,150	 Direct Bill Assessments - WCI			1,962

 Total Revenues	

 $	489,108 

 Total Revenues	

 $	104,858 

 EXPENDITURES		 EXPENDITURES	
Principal Payments	205,000	Principal Payments	45,000
Interest Payments	284,108	Interest Payments	59,858
 Miscellaneous			0	 Miscellaneous			0

Total Expenditures

$	489,108

Total Expenditures

$	104,858

 		

 			

 Excess / (Shortfall)	

 $	- 

 Excess / (Shortfall)	

 $	- 

*Note: Excess goes to increase bond fund balance

	Series 2014 A-1 Bond Information			Series 2014 A-2 Bond Information	
Initial Par Amount =	$4,939,888	Initial Par Amount =	$1,041,652
Maturity Par Amount =	$5,430,000	Maturity Par Amount =	$1,145,000
Interest Rate =	6.90%	Interest Rate =	6.90%
Issue Date =	Dec 2014	Issue Date =	Dec 2014
Maturity Date =	May 2036	Maturity Date =	May 2036
Annual Principal Payments Due =	May 1st	Annual Principal Payments Due =	Nov 1st
Annual Interest Payments Due =	May 1st & Nov 1st	Annual Interest Payments Due =	May 1st & Nov 1st
Par Amount As Of 1/1/23 =	$4,410,000	Par Amount As Of 1/1/23 =	$930,000

	2014 B	
FISCAL YEAR 2023/2024
 ANNUAL BUDGET 

 REVENUES			
Net On Roll Assessments	0	
 Direct Bill Assessments - Lennar			0	
 Total Revenues		 $	- 	

 EXPENDITURES			
Principal Payments	0	
Interest Payments	0	
 Miscellaneous			0	
Total Expenditures	$	-	

		
 Excess / (Shortfall)		 $	- 	

Series 2014B Bond Was Paid In Full On 5/2/22		

	Series 2014 B Bond Information		
Initial Par Amount =	$9,097,400	
Maturity Par Amount =	$10,000,000	
Interest Rate =	6.90%	
Issue Date =	Dec 2014	
Maturity Date =	May 2025	
Annual Principal Payments Due =	N/A	
Annual Interest Payments Due =	N/A	
Par Amount As Of 1/1/23 =	$0	

FINAL BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT 2018 DEBT SERVICE FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

2018 A-1 & A-2

FISCAL YEAR

Series 2018 A-1 Bond Information

2023/2024	Original Par Amount =	$24,465,000
ANNUAL BUDGET	Average Interest Rate =	3.02%
Maturity Date =	May 2036

REVENUES			Annual Principal Payments Due =	May 1st	
Net On Roll Assessments		2,530,626	Annual Interest Payments Due =	May 1st & November 1st	
			Par Amount As Of 1-1-23 =	$19,900,000	
Total Revenues		$	2,530,626			

Series 2018 A-2 Bond Information	
EXPENDITURES				
Principal Payments A-1	1,180,000	
Original Par Amount =	
$8,740,000	
Interest Payments A-1	620,212	Average Interest Rate =	4.65%	
Principal Payments A-2	370,000	Maturity Date =	May 2036	
Interest Payments A-2	309,562	Annual Principal Payments Due =	May 1st	
Miscellaneous / Prepayment		50,852	Annual Interest Payments Due =	May 1st & November 1st	
Total Expenditures	$	2,530,626	Par Amount As Of 1-1-23 =	$6,870,000	

Excess / (Shortfall)	$	-

9

Assessment Recap - Parcel A Marina Bay & Botanica Lakes
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

 PARCEL A - MARINA BAY & BOTANICA LAKES	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS	TOTAL GROSS
O&M	TOTAL GROSS
DEBT	TOTAL GROSS
ASSESSMENTS		ON ROLL GROSS
PER UNIT TOTAL	
A	Villa / Townhome	240	12,641.68	71,280.00	83,921.68		$	349.67	
A	40' SF	365	19,225.88	136,145.00	155,370.88		$	425.67	
A	40' SF - PO	2	105.35	0.00	105.35		$	52.67	
A	45' SF	269	14,169.21	104,910.00	119,079.21		$	442.67	
A	45' SF / Villa *	6	316.04	2,340.00	2,656.04		$	442.67	
A	45' SF - PO	1	52.67	0.00	52.67		$	52.67	
A	52' SF	564	29,707.94	232,932.00	262,639.94		$	465.67	
A	52' SF - PO	1	52.67	0.00	52.67		$	52.67	
A	62' SF	33	1,738.23	14,949.00	16,687.23		$	505.67	
Total		1,481	78,009.68	562,556.00	640,565.68			

MARINA BAY							

PARCEL	PRODUCT
TYPE	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS	
A	Villa / Townhome	240	12,641.68	71,280.00	83,921.68	
A	40' SF	0	0.00	0.00	0.00	
A	40' SF - PO	0	0.00	0.00	0.00	
A	45' SF	269	14,169.21	104,910.00	119,079.21	
A	45' SF / Villa *	6	316.04	2,340.00	2,656.04	
A	45' SF - PO	1	52.67	0.00	52.67	
A	52' SF	247	13,010.39	102,011.00	115,021.39	
A	52' SF - PO	0	0.00	0.00	0.00	
A	62' SF	33	1,738.23	14,949.00	16,687.23	
Total		796	41,928.23	295,490.00	337,418.23	

BOTANICA LAKES

PARCEL	PRODUCT
TYPE	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS	
A	Villa / Townhome	0	0.00	0.00	0.00	
A	40' SF	365	19,225.88	136,145.00	155,370.88	
A	40' SF - PO	2	105.35	0.00	105.35	
A	45' SF	0	0.00	0.00	0.00	
A	45' SF - PO	0	0.00	0.00	0.00	
A	52' SF	317	16,697.55	130,921.00	147,618.55	
A	52' SF - PO	1	52.67	0.00	52.67	
A	62' SF	0	0.00	0.00	0.00	
Total		685	36,081.45	267,066.00	303,147.45	

PO = Paid Off. There are a few home owners that have paid their bonds offs.
* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

Assessment Recap - Parcels B & D/E Bridgetown & Somerset
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

 PARCELS B & D/E - BRIDGETOWN & SOMERSET	

BRIDGETOWN		
	PRODUCT	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS		GROSS	
PARCEL	TYPE				ASSESSMENT		PER UNIT TOTAL	
B	MF - (2)	66	6,748.29	84,216.00	90,964.29		$	1,378.25	
B	MF - (3)	36	3,680.89	36,180.00	39,860.89		$	1,107.25	
B	SF 42' - (1)	185	18,915.67	90,280.00	109,195.67		$	590.25	
B	SF 42' - (3)	39	3,987.63	39,195.00	43,182.63		$	1,107.25	
B	SF 42' - (5)	1	102.25	0.00	102.25		$	102.25	
B	SF 55' - (1)	230	23,516.78	150,420.00	173,936.78		$	756.25	
B	SF 55' - (2)	0	0.00	0.00	0.00		$	-	
B	SF 55' - (3)	71	7,259.53	71,284.00	78,543.53		$	1,106.25	
B	SF 55' - (5)	2	204.49	0.00	204.49		$	102.25	
B	SF 67' - (1)	130	13,292.10	103,480.00	116,772.10		$	898.25	
B	SF 67' - (2)	38	3,885.38	48,488.00	52,373.38		$	1,378.25	
B	SF 67' - (3)	90	9,202.22	90,360.00	99,562.22		$	1,106.25	
B	SF 67' - (4)	33	3,374.15	47,784.00	51,158.15		$	1,550.25	
B	SF 75' - (1)	0	0.00	0.00	0.00		$	-	
B	SF 75' - (2)	34	3,476.39	49,164.00	52,640.39		$	1,548.25	
B	SF 75' - (3)	3	306.74	3,522.00	3,828.74		$	1,276.25	
B	SF 75' - (4)	27	2,760.67	41,364.00	44,124.67		$	1,634.25	
Total		985	100,713	855,737	956,450			

SOMERSET				
	PRODUCT	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS		GROSS	
PARCEL	TYPE				ASSESSMENT		PER UNIT TOTAL	
D/E	MF - (1)	43	12,897.20	21,414.00	34,311.20		$	797.93	
D/E	MF - (2)	123	36,891.99	156,948.00	193,839.99		$	1,575.93	
D/E	MF - (3)	27	8,098.24	27,135.00	35,233.24		$	1,304.93	
D/E	MF - (4)	27	8,098.24	39,096.00	47,194.24		$	1,747.93	
D/E	SF 55' - (1)	78	23,394.92	51,012.00	74,406.92		$	953.93	
D/E	SF 55' - (2)	126	37,791.79	160,776.00	198,567.79		$	1,575.93	
D/E	SF 55' - (3)	46	13,797.00	46,184.00	59,981.00		$	1,303.93	
D/E	SF 67' - (1)	96	28,793.75	76,416.00	105,209.75		$	1,095.93	
D/E	SF 67' - (2)	101	30,293.42	128,876.00	159,169.42		$	1,575.93	
D/E	SF 67' - (3)	53	15,896.55	53,212.00	69,108.55		$	1,303.93	
D/E	SF 67' - (4)	30	8,998.05	43,440.00	52,438.05		$	1,747.93	
D/E	SF 67' - (5)	3	899.80	0.00	899.80		$	299.93	
D/E	SF 75' - (1)	57	17,096.29	50,673.00	67,769.29		$	1,188.93	
D/E	SF 75' - (2)	77	23,094.98	111,342.00	134,436.98		$	1,745.93	
D/E	SF 75' - (3)	27	8,098.24	31,698.00	39,796.24		$	1,473.93	
D/E	SF 75' - (4)	39	11,697.46	59,748.00	71,445.46		$	1,831.93	
D/E	SF 75' - (5)	1	299.93	0.00	299.93		$	299.93	
Total		954	286,138	1,057,970	1,344,108			

(1) Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments				
(2) Full 2005A-2 Assessments and Full 2006A-3 Assessments				
(3) Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments				
(4) Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments				
(5) All Bonds Paid Off - Still Pay O&M				

Assessment Recap - Lennar Parcel
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

WCI ON ROLL

786.03
786.03
961.72
1,013.39
1,220.07

$
$
$
$
$

ON ROLL GROSS PER UNIT TOTAL

 LENNAR PARCEL	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS	ON ROLL
UNITS	DIRECT BILL
UNITS	
C	6 - plex	120	120	0	
C	4 - plex	164	148	16	
C	46' SF	62	62	0	
C	52' SF	219	219	0	
C	67' SF	129	129	0	
Total		694	678	16	

PARCEL	PRODUCT
TYPE	ON ROLL
UNITS	O&M GROSS
ON ROLL	SERIES 2014 GROSS ON ROLL
A-1 & A-2 (Combined)	
C	6 - plex	120	7,515.47	86,807.52	
C	4 - plex	148	9,269.08	107,062.61	
C	46' SF	62	3,882.99	55,743.51	
C	52' SF	219	13,715.73	208,217.41	
C	67' SF	129	8,079.13	149,309.20	
Total		678	42,462	607,140	

WCI HOMES DIRECT BILL

PARCEL	PRODUCT
TYPE	DIRECT BILL
UNITS	O&M NET
DIRECT BILL	SERIES 2014 NET DIRECT BILL
A-1 & A-2 (Combined)	
C	6 - plex	0	0.00	0.00	
C	4 - plex	16	961.98	11,111.36	
C	46' SF	0	0.00	0.00	
C	52' SF	0	0.00	0.00	
C	67' SF	0	0.00	0.00	
Total		16	962	11,111	

Arborwood Community Development District Assessment Recap - Other Parcels
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

OTHER ON ROLL

165,420.26
24,783.72
13,458.80
2,844.08

$
$
$
$

ON ROLL GROSS TOTAL

 OTHER PARCELS	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS / ACRES	ON ROLL
UNITS	DIRECT BILL
UNITS	

D/E	
Golf Course	
116	
116	
0	
G	Neighborhood Retail	21	21	0	
H-1	Retail/ Commercial	11	11	0	
H-2	RE Office	2	2	0	
Total		151	151	0	

PARCEL	PRODUCT
TYPE	ON ROLL
UNITS	O&M GROSS
ON ROLL	2018 GROSS
ON ROLL	TOTAL GROSS
ON ROLL	

D/E	
Golf Course	
116	
41,864.26	
123,556.00	
165,420.26	
G	Neighborhood Retail	21	2,933.72	21,850.00	24,783.72	
H-1	Retail/ Commercial	11	1,558.80	11,900.00	13,458.80	
H-2	RE Office	2	344.08	2,500.00	2,844.08	
Total		151	46,701	159,806	206,507	

ANNUAL ASSESSMENT METHODOLOGY - GENERAL FUND O&M FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

Total Shared O&M Expenditures

$  323,725.00

A

Allocation of Expenditures and Assessment Per Unit

Tract	

Parcel	Allocation Per Parcel based on Gross Acreage	Assessment Per Unit	
		
B	
A*B=C	
C/96%	
D	
C/D=E	
E/96%	
		
Gross Acreage	
% of Total Acreage	Allocation of
Expenditures	Total Expenditures
Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per
Unit (If On Roll)	
1	A	560.00	23.13%	$	74,889	$	78,010	1,481	$	50.57	$	52.67	
2	B	655.68	27.09%	$	87,685	$	91,338	985	$	89.02	$	92.73	
2	D/E	794.42	32.82%	$	106,238	$	110,665	954	$	111.36	$	116.00	
2	C	259.67	10.73%	$	34,726	$	36,173	694	$	50.04	$	52.12	
Total Residential Land Uses	2,269.77	93.76%	$	303,538	$	316,186	4,114	Gross Total Assmt
(If On Roll)	
2	Golf Course (part of Tract 2 Parcel D/E)	116.23	4.80%	$	15,544		16,191.19	
3	Neighborhood Retail-G	21.06	0.87%	$	2,816		2,933.72	
4	Retail/ Commercial H-1	11.19	0.46%	$	1,496		1,558.80	
5	RE Office-H-2	2.47	0.10%	$	330		344.08	
Total Non-Residential Land Uses	150.95	6.24%	$	20,187		
Grand Total (Gross)	2,420.72	100.00%	$	323,725		

$  193,100.00

Total -Somerset Only- O&M Expenditures

Tract	
Parcel	
Gross Acreage	
% of Total Acreage	Allocation of
Expenditures	Total Expenditures
Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per
Unit (If On Roll)	
2	D/E	794.42	87.24%	$	168,454	$	175,473	954	$	176.58	$	183.93	
2	Golf Course (part of Tract 2
Parcel D/E)	116.23	12.76%	$	24,646	$	25,673		25,673.07	
Totals	
910.65	
100.00%	
$	193,100	
$	201,146		

$	7,000.00

Total -Parcel C Only O&M Expenditures

Tract	
Parcel	
Gross Acreage	
% of Total Acreage	Allocation of
Expenditures	Total Expenditures
Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per
Unit (If On Roll)	
2	C	259.67	100.00%	$	7,000	$	7,292	694	$	10.09	$	10.51	

$	9,000.00

Total -Bridgetown Only O&M Expenditures

Tract	
Parcel	
Gross Acreage	
% of Total Acreage	Allocation of
Expenditures	Total Expenditures
Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per
Unit (If On Roll)	
2	B	655.68	100.00%	$	9,000	$	9,375	985	$	9.14	$	9.52	

ANNUAL ASSESSMENT METHODOLOGY - 2014 BOND DEBT SERVICE FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

Net 2014 A1 & A2 Principal & Interest
Payment Due:	
Net Total MADs	
% Difference	
$	593,966.00	$	598,173.89	99.297%	

*

Parcel - Product Type	

Planned
Units	

Platted Units ON
Roll	
Per Unit ERU Multiplied by
Net Due Grossed up = Assmt/Plttd.
Unit	

Assessments
Platted	

OFF Roll	
PARCEL C - 6 - Plex	120	120	$	723.40	$	86,807.52	$	-	
PARCEL C - 4 - Plex	164	148	$	723.40	$  107,062.61	$	11,111	
PARCEL C - 46' Single Family	62	62	$	899.09	$	55,743.51	$	-	
PARCEL C - 52' Single Family	219	219	$	950.76	$  208,217.41	$	-	
PARCEL C - 67' Single Family	129	129	$	1,157.44	$  149,309.20	$	-	
						
Grand Total	694	678		$  607,140.25	$	11,111.36	

Per Unit ERUs
from Methodology	

Category Total using ERUs and Lot Count
from
Methodology	

Category % of ERUs Total = % of
Bond
Assessment	
0.70	84.00	14.0304%	
0.70	114.80	19.1749%	
0.87	53.94	9.0095%	
0.92	201.48	33.6529%	
1.12	144.48	24.1323%	
			
	598.70	100.0000%	

Note: ERU's and Planned Units come directly from the Series 2014 Bond Methodology.

ANNUAL ASSESSMENT METHODOLOGY - 2018 BOND DEBT SERVICE FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

$2,636,069

Gross MADs when all platted

GRAND TOTAL	2,636,069	0	2,636,069

Parcel - Product Type	

Planned Units	

Platted Units
ON Roll	

Gross Annual
M.A.D	
Total Assessments
Platted	

OFF Roll Net	
						
PARCEL A - Villa / Townhome	240	240	297	71,280	0	
PARCEL A - Single Family 40'	365	365	373	136,145	0	
PARCEL A - Single Family 40' - PO	2	2	0	0	0	
PARCEL A - Single Family 45'	269	269	390	104,910	0	
PARCEL A - Single Family 45' / Villa *	6	6	390	2,340	0	
PARCEL A - Single Family 45' -PO	1	1	0	0	0	
PARCEL A - Single Family 52'	564	564	413	232,932	0	
PARCEL A - Single Family 52' - PO	1	1	0	0	0	
PARCEL A - Single Family 62'	33	33	453	14,949	0	

Subtotal Parcel A	
1,481	
1,481		
562,556	
0	
						
PARCELS B - Multi Family and Twin Villas - (2)	66	66	1,276	84,216	0	
PARCELS B - Multi Family and Twin Villas - (3)	36	36	1,005	36,180	0	
PARCELS B - Single Family 42' - (1)	185	185	488	90,280	0	
PARCELS B - Single Family 42' - (3)	39	39	1,005	39,195	0	
PARCELS B - Single Family 42' - (5)	1	1	0	0	0	
PARCELS B - Single Family 55' - (1)	230	230	654	150,420	0	
PARCELS B - Single Family 55' - (2)	0	0	1,276	0	0	
PARCELS B - Single Family 55' - (3)	71	71	1,004	71,284	0	
PARCELS B - Single Family 55' - (5)	2	2	0	0	0	
PARCELS B - Single Family 67' - (1)	130	130	796	103,480	0	
PARCELS B - Single Family 67' - (2)	38	38	1,276	48,488	0	
PARCELS B - Single Family 67' - (3)	90	90	1,004	90,360	0	
PARCELS B - Single Family 67' - (4)	33	33	1,448	47,784	0	
PARCELS B - Single Family 75' - (1)	0	0	889	0	0	
PARCELS B - Single Family 75' - (2)	34	34	1,446	49,164	0	
PARCELS B - Single Family 75' - (3)	3	3	1,174	3,522	0	
PARCELS B - Single Family 75' - (4)	27	27	1,532	41,364	0	

Subtotal Parcels B	
985	
985		
855,737	
0	
						
PARCELS D/E - Multi Family and Twin Villas - (1)	43	43	498	21,414	0	
PARCELS D/E - Multi Family and Twin Villas - (2)	123	123	1,276	156,948	0	
PARCELS D/E - Multi Family and Twin Villas - (3)	27	27	1,005	27,135	0	
PARCELS D/E - Multi Family and Twin Villas - (4)	27	27	1,448	39,096	0	
PARCELS D/E - Single Family 55' - (1)	78	78	654	51,012	0	
PARCELS D/E - Single Family 55' - (2)	126	126	1,276	160,776	0	
PARCELS D/E - Single Family 55' - (3)	46	46	1,004	46,184	0	
PARCELS D/E - Single Family 67' - (1)	96	96	796	76,416	0	
PARCELS D/E - Single Family 67' - (2)	101	101	1,276	128,876	0	
PARCELS D/E - Single Family 67' - (3)	53	53	1,004	53,212	0	
PARCELS D/E - Single Family 67' - (4)	30	30	1,448	43,440	0	
PARCELS D/E - Single Family 67' - (5)	3	3	0	0	0	
PARCELS D/E - Single Family 75' - (1)	57	57	889	50,673	0	
PARCELS D/E - Single Family 75' - (2)	77	77	1,446	111,342	0	
PARCELS D/E - Single Family 75' - (3)	27	27	1,174	31,698	0	
PARCELS D/E - Single Family 75' - (4)	39	39	1,532	59,748	0	
PARCELS D/E - Single Family 75' - (5)	1	1	0	0	0	

Subtotal Parcels D/E	
954	
954		
1,057,970	
0	

Total Residential Units Parcels A, B, D, E	
3,420	
3,420		
2,476,263	
0	

Category Total MADs from Methodology	
	
71,280	
136,145	
0	
104,910	
2,340	
0	
232,932	
0	
14,949	

84,216	
36,180	
90,280	
39,195	
0	
150,420	
0	
71,284	
0	
103,480	
48,488	
90,360	
47,784	
0	
49,164	
3,522	
41,364	

21,414	
156,948	
27,135	
39,096	
51,012	
160,776	
46,184	
76,416	
128,876	
53,212	
43,440	
0	
50,673	
111,342	
31,698	
59,748	
0	
	
123,556	
21,850	
11,900	
2,500	

Other Land Uses					
GOLF COURSE	1	1	123,556	123,556	
PARCEL G (Neighborhood Retail)	1	1	21,850	21,850	
PARCEL H-1 (Retail / Commercial)	1	1	11,900	11,900	
PARCEL H-2 (RE Office)	1	1	2,500	2,500	
Other Land UseTotal				159,806	

Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments
Full 2005A-2 Assessments and Full 2006A-3 Assessments
Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments
Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments
All Bonds Paid Off - Still Pay O&M

* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

Arborwood Community Development District On Roll Assessment Comparsion
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

		Gross	Gross	
	Product	Fiscal Year 2022/2023	Fiscal Year 2023/2024	
Parcel	Type	On Roll Assessment Per Unit	On Roll Assessment Per Unit	

GL Homes				
A	Villa / Townhome	$347.13	$349.67	
A	40' SF	$423.13	$425.67	
A	40' SF - PO	$50.13	$52.67	
A	45' SF	$440.13	$442.67	
A	45' SF / Villa *	$440.13	$442.67	
A	45' SF - PO	$50.13	$52.67	
A	52' SF	$463.13	$465.67	
A	52' SF - PO	$50.13	$52.67	
A	62' SF	$503.13	$505.67	

Pulte

* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

B	MF - (2)	$1,366.89	$1,378.25	
B	MF - (3)	$1,095.89	$1,107.25	
B	SF 42' - (1)	$578.89	$590.25	
B	SF 42' - (3)	$1,095.89	$1,107.25	
B	SF 42' - (5)	$90.89	$102.25	
B	SF 55' - (1)	$744.89	$756.25	
B	SF 55' - (2)	$0.00	$0.00	
B	SF 55' - (3)	$1,094.89	$1,106.25	
B	SF 55' - (5)	$90.89	$102.25	
B	SF 67' - (1)	$886.89	$898.25	
B	SF 67' - (2)	$1,366.89	$1,378.25	
B	SF 67' - (3)	$1,094.89	$1,106.25	
B	SF 67' - (4)	$1,538.89	$1,550.25	
B	SF 75' - (1)	$0.00	$0.00	
B	SF 75' - (2)	$1,536.89	$1,548.25	
B	SF 75' - (3)	$1,264.89	$1,276.25	
B	SF 75' - (4)	$1,622.89	$1,634.25	
D/E	MF - (1)	$763.75	$797.93	
D/E	MF - (2)	$1,541.75	$1,575.93	
D/E	MF - (3)	$1,270.75	$1,304.93	
D/E	MF - (4)	$1,713.75	$1,747.93	
D/E	SF 55' - (1)	$919.75	$953.93	
D/E	SF 55' - (2)	$1,541.75	$1,575.93	
D/E	SF 55' - (3)	$1,269.75	$1,303.93	
D/E	SF 67' - (1)	$1,061.75	$1,095.93	
D/E	SF 67' - (2)	$1,541.75	$1,575.93	
D/E	SF 67' - (3)	$1,269.75	$1,303.93	
D/E	SF 67' - (4)	$1,713.75	$1,747.93	
D/E	SF 67' - (5)	$265.75	$299.93	
D/E	SF 75' - (1)	$1,154.75	$1,188.93	
D/E	SF 75' - (2)	$1,711.75	$1,745.93	
D/E	SF 75' - (3)	$1,439.75	$1,473.93	
D/E	SF 75' - (4)	$1,797.75	$1,831.93	
D/E	SF 75' - (5)	$265.75	$299.93	
	(1) Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments		
	(2) Full 2005A-2 Assessments and Full 2006A-3 Assessments		
	(3) Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments		
	(4) Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments		
	(5) All Bonds Paid Off - Still Pay O&M		
Lennar			
C	6 - Plex	$785.02	$786.03	
C	4 - Plex	$785.02	$786.03	
C	46' SF	$959.69	$961.72	
C	52' SF	$1,011.07	$1,013.39	
C	67' SF	$1,216.54	$1,220.07	

Others			
D/E	Golf Course	$160,648.85	$165,420.26	
G	Neighborhood Retail	$24,641.88	$24,783.72	
H-1	Retail/ Commercial	$13,383.43	$13,458.80	
H-2	RE Office	$2,827.44	$2,844.08	

Arborwood Community Development District

Proposed Budget Option B (New - Net Acres) Fiscal Year 2023/2024
October 1, 2023 - September 30, 2024

CONTENTS

1 - 3  REVENUE AND EXPENSE DESCRIPTIONS

PROPOSED TOTAL BUDGET

PROPOSED TOTAL BUDGET DETAIL

BUDGET COMPARISON

PROPOSED GENERAL FUND BUDGET

PROPOSED DEBT SERVICE FUND BUDGET - 2014 BOND

PROPOSED DEBT SERVICE FUND BUDGET - 2018 BOND

ASSESSMENTS RECAP - PARCEL A - MARINA BAY & BOTANICA LAKES

ASSESSMENTS RECAP - PARCELS B & D/E - BRIDGETOWN & SOMERSET

ASSESSMENTS RECAP - LENNAR PARCELS

ASSESSMENTS RECAP - OTHER PARCELS

GENERAL FUND METHODOLOGY

2014 BOND METHODOLOGY

2018 BOND METHODOLOGY

ON ROLL ASSESSMENT COMPARISON

REVENUES

1	GENERAL FUND ON ROLL ASSESSMENTS
All assessments placed on the tax roll for Operations & Maintenance.

2	GENERAL FUND DIRECT BILL ASSESSMENTS
Individual parcels not placed on the tax roll are billed directly by mail for Operations & Maintenance Assessments.

3	DEBT ON ROLL ASSESSMENTS
Debt Assessments collected via the property tax roll for Bond Debt

4	DEBT DIRECT BILL ASSESSMENTS
Individual parcels not placed on the tax roll are billed directly by mail for Debt Assessments.

5	DEBT PREPAYMENTS / MISCELLANEOUS PAYMENTS
Debt Assessments used to pay down Bond debt before the required payments by individuals or the District as a whole.

6	GENERAL FUND INTEREST INCOME
Any interest earned on the general fund balance and any item that does not fall into the other income categories is recorded in this category.

7	GENERAL FUND OTHER REVENUES
This is usually carry over funds from a prior year.

EXPENDITURES

8	PAYROLL TAX EXPENSE
For taxes associated with the payroll to supervisors.

9	SUPERVISOR FEES
Fees paid to supervisors for their service to the District.

10  ENGINEERING
State statute requires the District to have an engineer and pay for his or her services.

11  MANAGEMENT
State statute requires the District to have a manager and pay for his or her services.

12  LEGAL

State statute requires the District to have an attorney and pay for his or her services.

13  ASSESSMENT ROLL
The cost to prepare the assessment roll and submit it to the county tax collector.

14  ANNUAL AUDIT
State statue requires the District to have financial statements audited yearly.

15  ARBITRAGE REBATE FEE
This is a bond requirement related to the tax exempt status of the bonds.

16  INSURANCE
The District has a liability insurance policy that protects the supervisors and staff acting on the district's behalf.

17  LEGAL ADVERTISING
State statute requires the District to advertise meetings in advance.

18  MISCELLANEOUS
Any item that does not fit into a category already established.

1

19  POSTAGE

Any packages/letters sent on behalf of the district. Proposals, certified mail, etc. are charged to this category.

20  OFFICE SUPPLIES
This is mainly paper and ink cost related to any printed documents for the district.

21  DUES & SUBSCRIPTIONS
An annual due is required to pay to the state.

22  TRUSTEE FEES
Fees paid to the Bank Trustee responsible for the Bond bank accounts.

23  CONTINUING DISCLOSURE FEE
These are reports we have to file with the SEC related to any bonds.

24  AMORTIZATION SCHEDULES
This is the fee we are charged by either a trustee or financial advisor if we have to reamortize the bonds due to a prepayment.

25  WEBSITE

State statute requires the District to have a public website. This is the cost to run and host the website.

26  PROFESSIONAL FEE & PERMITS
Permit, survey, etc., cost related to maintenance or construction.

27  TREELINE PRESEVE MAINT - EXOTICS
Removal of exotics annually

28  DRI TRAFFIC MONITORING
Bi-annual monitoring of traffic counts to verify actual traffic does not exceed design capacity

29  ENVIROMENTAL CONSULTING - PASSARELLA
Ecological consultant and management of preserve maintenance

30  PANTHER MITIGATION MAINT - EXOTICS
Panther mitigation is an offsite parcel that is required to have the exotics removed on an annual basis as consistent with the ACOE Permit

31  STREET LIGHTING - UTILITY & MAINT
Maintenance on district owned streetlights

32  CAPITAL OUTLAY - SMALL
Small, miscellaneous construction related to district improvements.

33  COUNTY APPRAISER & TAX COLLECTOR FEE
Fees charged to the District by the County Appraiser and Tax Collector for collecting the District's NAV Assessments.

34  FLOWWAY MAINT
Removal of plant material of east/west ditch on an annual basis to improve conveyance

35  MISCELLANEOUS MAINTENANCE
Any District wide maintenance that does not fit into any of the other maintenance categories.

36  MITIGATION MONITORING - (PARCEL C ONLY)
Inspection of the preserve located in Parcel C

37  PRESERVE MAINT - (PARCEL C ONLY)
Removal of exotics in Parcel C preserves

38  LAKE MAINT - AQUATIC CONTROL MAINT- (SOMERSET ONLY)
Maintenance of aquatic vegetation in Somerset lakes

2

39  LAKE MAINT - EROSION MAINT- (SOMERSET ONLY)
Maintenance of lake banks from erosion in Somerset lakes

40  PRESERVE MAINT - (SOMERSET ONLY)
Removal of exotics annually in the preserve in Somerset

41  FIELD INSPECTOR - (SOMERSET ONLY)
Staff person for public relations and coordination of maintenance

42  STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)
Inspection and maintenance of the stormwater drainage pipes in Somerset

43  LAKE BANK INSPECTION - (SOMERSET ONLY)
Inspection of Lake Banks in Somerset Only

44  LAKE BANK INSPECTION - (BRIDGETOWN ONLY)
Inspection of Lake Banks in Bridgetown only.

45  STORMWATER DRAINS INS & MAINT - (BRIDGETOWN ONLY)
Inspection of the stormwater drainage pipes in Bridgetown and submitting report to Bridgetown HOA

46  DEBT PAYMENT (2014)
Total Interest and Principal Payment for the year for all the Parcel C Series 2014 Bonds

47  DEBT PAYMENT (2018)
Total Interest and Principal Payment for the year for all parcels except C for the Series 2018 Bonds

48  MISCELLANEOUS DEBT EXPENSE
Any debt expense other that the regularly scheduled principal and interest payments

49  DISCOUNTS FOR EARLY PAYMENTS
4% buffer to cover for all residents you pay early and receive a discount off their property tax bill, which can be up to 4%

3

TOTAL
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

 REVENUES				TOTAL		
GENERAL FUND ON ROLL ASSESSMENT		553,828	
GENERAL FUND DIRECT BILL ASSESSMENT - LENNAR		1,150	
DEBT ON ROLL ASSESSMENT		3,243,209	
DEBT DIRECT BILL ASSESSMENT - LENNAR		11,111	
 OTHER INCOME / CARRYOVER BALANCE				18,000	
 Total Revenues			 $	3,827,299 	
 EXPENDITURES	
PAYROLL TAX EXPENSE		

880	
SUPERVISOR FEES		11,000	
ENGINEERING		50,000	
MANAGEMENT		39,720	
LEGAL		22,000	
ASSESSMENT ROLL		5,000	
ANNUAL AUDIT		5,350	
ARBITRAGE REBATE FEE		2,000	
INSURANCE		12,000	
LEGAL ADVERTISING		5,500	
MISCELLANEOUS		3,300	
POSTAGE		1,150	
OFFICE SUPPLIES		2,300	
DUES & SUBSCRIPTIONS		175	
TRUSTEE FEES		30,000	
CONTINUING DISCLOSURE FEE		4,000	
AMORTIZATION SCHEDULES		500	
WEBSITE		2,000	
PROFESSIONAL FEE & PERMITS		1,250	
TREELINE PRESEVE MAINT - EXOTICS		6,000	
DRI TRAFFIC MONITORING		10,000	
ENVIROMENTAL CONSULTING - PASSARELLA		22,000	
PANTHER MITIGATION MAINT - EXOTICS		80,000	
STREET LIGHTING - UTILITY & MAINT		10,000	
CAPITAL OUTLAY - SMALL		1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE		10,000	
FLOWWAY MAINT		4,600	
MITIGATION MONITORING - (PARCEL C ONLY)		0	
PRESERVE MAINT - (PARCEL C ONLY)		7,000	
LAKE MAINT - (SOMERSET ONLY)		46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		60,000	
PRESERVE MAINT - (SOMERSET ONLY)		35,000	
INSPECTOR - (SOMERSET ONLY)		25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)		6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		6,500	
 STORMWATER DRAINS INS - (BRIDGETOWN ONLY)				2,500	
 Total Expenditures			 $	550,825 	
 EXCESS / (SHORTFALL)			 $	3,276,474 	
DEBT PAYMENTS (2014)		(593,966)	
DEBT PAYMENTS (2018)		(2,530,626)	
MISCELLANEOUS DEBT EXPENSE		0	
 BALANCE			 $	151,881 	
DISCOUNTS FOR EARLY PAYMENTS		(151,881)	
 NET EXCESS / (SHORTFALL)			 $	-		

DETAILED TOTAL FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

GENERAL FUND

DEBT - SERIES 2014

DEBT - SERIES 2018

 		 A-1 & A-2	B			A-1 & A-2			TOTAL		
 REVENUES	
GENERAL FUND ON ROLL ASSESSMENT	
553,828	
0	
0	
0	
553,828	
GENERAL FUND DIRECT BILL ASSESSMENT - WCI	1,150	0	0	0	1,150	
DEBT ON ROLL ASSESSMENT	0	607,140	0	2,636,069	3,243,209	
DEBT DIRECT BILL ASSESSMENT - WCI	0	11,111	0	0	11,111	
 OTHER INCOME / CARRYOVER BALANCE			18,000		0	0		0		18,000	
 Total Revenues		 $	572,978 	 $ 618,252  $	-		 $	2,636,069 	 $  3,827,299 	

 EXPENDITURES	
PAYROLL TAX EXPENSE	

880	

0	

0	

0	

880	
SUPERVISOR FEES	11,000	0	0	0	11,000	
ENGINEERING	50,000	0	0	0	50,000	
MANAGEMENT	39,720	0	0	0	39,720	
LEGAL	22,000	0	0	0	22,000	
ASSESSMENT ROLL	5,000	0	0	0	5,000	
ANNUAL AUDIT	5,350	0	0	0	5,350	
ARBITRAGE REBATE FEE	2,000	0	0	0	2,000	
INSURANCE	12,000	0	0	0	12,000	
LEGAL ADVERTISING	5,500	0	0	0	5,500	
MISCELLANEOUS	3,300	0	0	0	3,300	
POSTAGE	1,150	0	0	0	1,150	
OFFICE SUPPLIES	2,300	0	0	0	2,300	
DUES & SUBSCRIPTIONS	175	0	0	0	175	
TRUSTEE FEES	30,000	0	0	0	30,000	
CONTINUING DISCLOSURE FEE	4,000	0	0	0	4,000	
AMORTIZATION SCHEDULES	500	0	0	0	500	
WEBSITE	2,000	0	0	0	2,000	
PROFESSIONAL FEE & PERMITS	1,250	0	0	0	1,250	
TREELINE PRESEVE MAINT - EXOTICS	6,000	0	0	0	6,000	
DRI TRAFFIC MONITORING	10,000	0	0	0	10,000	
ENVIROMENTAL CONSULTING - PASSARELLA	22,000	0	0	0	22,000	
PANTHER MITIGATION MAINT - EXOTICS	80,000	0	0	0	80,000	
STREET LIGHTING - UTILITY & MAINT	10,000	0	0	0	10,000	
CAPITAL OUTLAY - SMALL	1,000	0	0	0	1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE	10,000	0	0	0	10,000	
FLOWWAY MAINT	4,600	0	0	0	4,600	
MITIGATION MONITORING - (PARCEL C ONLY)	0	0	0	0	0	
PRESERVE MAINT - (PARCEL C ONLY)	7,000	0	0	0	7,000	
LAKE MAINT - (SOMERSET ONLY)	46,100	0	0	0	46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)	60,000	0	0	0	60,000	
PRESERVE MAINT - (SOMERSET ONLY)	35,000	0	0	0	35,000	
INSPECTOR - (SOMERSET ONLY)	25,500	0	0	0	25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)	20,000	0	0	0	20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)	6,500				6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)	6,500				6,500	
 STORMWATER DRAINS INS - (BRIDGETOWN ONLY)				2,500			0	0			0			2,500	
 Total Expenditures			 $	550,825 		 $	-	$	-			 $	-			 $	550,825 	
 EXCESS / (SHORTFALL)			 $	22,153 		 $ 618,252  $	-			 $	2,636,069 		 $ 3,276,474 	

DEBT PAYMENTS (2014)	
0	
(593,966)	
0	
0	
(593,966)	
DEBT PAYMENTS (2018)	0	0	0	(2,530,626)	(2,530,626)	
MISCELLANEOUS DEBT EXPENSE	0	0	0	0	0	
 BALANCE			 $	22,153 		 $  24,286  $	-			 $	105,443 		 $	151,881 	

DISCOUNTS FOR EARLY PAYMENTS	
(22,153)	
(24,286)	
-	
(105,443)	
(151,881)	
 NET EXCESS / (SHORTFALL)			 $	-			 $	-	$	-			 $	-			 $	-		

		FISCAL YEAR 2021/2022 ACTUAL *		FISCAL YEAR 2022/2023 ANNUAL BUDGET		FISCAL YEAR 2023/2024 ANNUAL BUDGET		

LARGE VARIANCE EXPLANATION	
									
REVENUES									

GENERAL FUND ON ROLL ASSESSMENT		
504,700		
500,974		
553,828		More platted lots on roll and assessment raised because carryover has been depleted	
GENERAL FUND DIRECT BILL ASSESSMENT - LENNAR		3,565		3,538		1,150		More lots on roll - results in less direct billed	
DEBT ON ROLL ASSESSMENT		3,219,375		3,212,720		3,243,209		More lots on roll - results in less direct billed	
DEBT DIRECT BILL ASSESSMENT - LENNAR		51,624		57,812		11,111		More lots on roll - results in less direct billed	
DEBT PREPAYMENTS / MISCELLANEOUS PAYMENTS		0		0		0			
GENERAL FUND INTEREST INCOME/MISC INCOME		2,846		0		0			

GENERAL FUND OTHER REVENUES/CARRYOVER BALANCE		
0		
18,000		
18,000		Carryover Funds Being Used To Reduce
Assessments	
									
Total Revenues		$  3,782,110		$	3,793,044		$	3,827,299			

EXPENDITURES									
PAYROLL TAX EXPENSE		704		880		880			
SUPERVISOR FEES		9,200		11,000		11,000			
ENGINEERING		43,346		32,500		50,000			
MANAGEMENT		37,452		38,568		39,720		Annual CPI increase in contract (capped at 3%)	
LEGAL		12,101		22,000		22,000			
ASSESSMENT ROLL		5,000		5,000		5,000			
ANNUAL AUDIT		5,350		5,350		5,350		Estimated Amount For 2023/2024 Audit	
ARBITRAGE REBATE FEE		1,000		2,000		2,000			
INSURANCE		9,983		12,000		12,000			
LEGAL ADVERTISING		3,149		5,500		5,500			
MISCELLANEOUS		2,120		3,300		3,300			
POSTAGE		496		1,150		1,150			
OFFICE SUPPLIES		1,419		2,300		2,300			
DUES & SUBSCRIPTIONS		175		175		175			
TRUSTEE FEES		27,174		30,000		30,000			
CONTINUING DISCLOSURE FEE		3,000		4,000		4,000			
AMORTIZATION SCHEDULES		150		500		500			
WEBSITE		2,000		2,000		2,000			
PROFESSIONAL FEE & PERMITS		0		1,250		1,250			
TREELINE PRESEVE MAINT - EXOTICS		0		6,000		6,000		Last Expenditure Was In 2015	
DRI TRAFFIC MONITORING		0		10,000		10,000		Expenditure Occurs Every Two Years	
ENVIROMENTAL CONSULTING - PASSARELLA		11,199		22,000		22,000			
PANTHER MITIGATION MAINT - EXOTICS		80,000		80,000		80,000			
STREET LIGHTING - UTILITY & MAINT		6,005		13,000		10,000		On pace for ~$7,100 by years end	
CAPITAL OUTLAY - SMALL		0		1,000		1,000			
COUNTY APPRAISER & TAX COLLECTOR FEE		8,448		10,000		10,000			
FLOWWAY MAINT		2,350		4,600		4,600			
MISCELLANEOUS MAINTENANCE		20,900		0		0		Mainly Erosion Restoration Project	
									
MITIGATION MONITORING - (PARCEL C ONLY)		0		0		0		Last Expenditure Was In 2018	
PRESERVE MAINT - (PARCEL C ONLY)		1,900		10,800		7,000		Under $10,000 last 2 years	
									
LAKE MAINT - AQAUTIC CONTROL - (SOMERSET ONLY)		46,068		46,100		46,100			
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		62,200		36,500		60,000			
PRESERVE MAINT - (SOMERSET ONLY)		35,000		35,000		35,000			
FIELD INSPECTOR - (SOMERSET ONLY)		24,701		25,500		25,500			
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		0		20,000		20,000			
LAKE BANK INSPECTION - (SOMERSET ONLY)		0		0		6,500		New Line Item	
									
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		0		0		6,500		New Line Item	
STORMWATER DRAINS INS - (BRIDGETOWN ONLY)		0		2,500		2,500			
									
Total Expenditures		462,590		502,473		550,825			
									
EXCESS / (SHORTFALL)		$ 3,319,520		$	3,290,571		$	3,276,474			
									
DEBT PAYMENTS (2014)		(608,408)		(609,673)		(593,966)			
DEBT PAYMENTS (2018)		(2,531,239)		(2,532,350)		(2,530,626)			

MISCELLANEOUS DEBT EXPENSE		0		-		-			
									
BALANCE		$	179,873		$	148,548		$	151,881			

DISCOUNTS FOR EARLY PAYMENTS		
(141,941)		
(148,548)		
(151,881)		Higher assessments on roll results in higher
discount potential	
									
NET EXCESS / (SHORTFALL)		$	37,932		$	-		$	-			

1
2
3
4
5
6

7

8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35

36
37

38
39
40
41
42
43

44
45

46
47

48

49

* Un-audited figures

FINAL BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT GENERAL FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

	FISCAL YEAR		FISCAL YEAR	
	2022/2023		2023/2024	
		ANNUAL BUDGET				ANNUAL BUDGET		
REVENUES					
ON ROLL ASSESSMENTS		500,974		553,828	
DIRECT BILL ASSESSMENTS - WCI		3,538		1,150	
INTEREST INCOME		0		0	
OTHER INCOME / CARRYOVER BALANCE		18,000		18,000	
 Total Revenues			 $	522,512 		 $	572,978 	
EXPENDITURES					
PAYROLL TAX EXPENSE		880		880	
SUPERVISOR FEES		11,000		11,000	
ENGINEERING		32,500		50,000	
MANAGEMENT		38,568		39,720	
LEGAL		22,000		22,000	
ASSESSMENT ROLL		5,000		5,000	
ANNUAL AUDIT		5,350		5,350	
ARBITRAGE REBATE FEE		2,000		2,000	
INSURANCE		12,000		12,000	
LEGAL ADVERTISING		5,500		5,500	
MISCELLANEOUS		3,300		3,300	
POSTAGE		1,150		1,150	
OFFICE SUPPLIES		2,300		2,300	
DUES & SUBSCRIPTIONS		175		175	
TRUSTEE FEES		30,000		30,000	
CONTINUING DISCLOSURE FEE		4,000		4,000	
AMORTIZATION SCHEDULES		500		500	
WEBSITE		2,000		2,000	
PROFESSIONAL FEE & PERMITS		1,250		1,250	
TREELINE PRESEVE MAINT - EXOTICS		6,000		6,000	
DRI TRAFFIC MONITORING		10,000		10,000	
ENVIROMENTAL CONSULTING - PASSARELLA		22,000		22,000	
PANTHER MITIGATION MAINT - EXOTICS		80,000		80,000	
STREET LIGHTING - UTILITY & MAINT		13,000		10,000	
CAPITAL OUTLAY - SMALL		1,000		1,000	
COUNTY APPRAISER & TAX COLLECTOR FEE		10,000		10,000	
FLOWWAY MAINT		4,600		4,600	
MITIGATION MONITORING - (PARCEL C ONLY)		0		0	
PRESERVE MAINT - (PARCEL C ONLY)		10,800		7,000	
LAKE MAINT - AQAUTIC CONTROL - (SOMERSET ONLY)		46,100		46,100	
LAKE BANK EROSION MAINT - (SOMERSET ONLY)		36,500		60,000	
PRESERVE MAINT - (SOMERSET ONLY)		35,000		35,000	
FIELD INSPECTOR - (SOMERSET ONLY)		25,500		25,500	
STORMWATER DRAINS INS & MAINT - (SOMERSET ONLY)		20,000		20,000	
LAKE BANK INSPECTION - (SOMERSET ONLY)		0		6,500	
LAKE BANK INSPECTION - (BRIDGETOWN ONLY)		0		6,500	
STORMWATER DRAINS INS - (BRIDGETOWN ONLY)		2,500		2,500	
 Total Expenditures			 $	502,473 		 $	550,825 	
 EXCESS / (SHORTFALL)			 $	20,039 		 $	22,153 	
DISCOUNTS FOR EARLY PAYMENTS		(20,039)		(22,153)	
 NET EXCESS / (SHORTFALL)			 $	-			 $	-		
Approximate Fund Balance as of 9-30-2023 = 300,000.00					

PROPOSED BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT 2014 DEBT SERVICE FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

	2014A-1			2014A-2	
FISCAL YEAR	FISCAL YEAR
2023/2024	2023/2024
 ANNUAL BUDGET 	 ANNUAL BUDGET 

 REVENUES		 REVENUES	
Net On Roll Assessments	479,958	Net On Roll Assessments	102,896
 Direct Bill Assessments - WCI			9,150	 Direct Bill Assessments - WCI			1,962

 Total Revenues	

 $	489,108 

 Total Revenues	

 $	104,858 

 EXPENDITURES		 EXPENDITURES	
Principal Payments	205,000	Principal Payments	45,000
Interest Payments	284,108	Interest Payments	59,858
 Miscellaneous			0	 Miscellaneous			0

Total Expenditures

$	489,108

Total Expenditures

$	104,858

 		

 			

 Excess / (Shortfall)	

 $	- 

 Excess / (Shortfall)	

 $	- 

*Note: Excess goes to increase bond fund balance

	Series 2014 A-1 Bond Information			Series 2014 A-2 Bond Information	
Initial Par Amount =	$4,939,888	Initial Par Amount =	$1,041,652
Maturity Par Amount =	$5,430,000	Maturity Par Amount =	$1,145,000
Interest Rate =	6.90%	Interest Rate =	6.90%
Issue Date =	Dec 2014	Issue Date =	Dec 2014
Maturity Date =	May 2036	Maturity Date =	May 2036
Annual Principal Payments Due =	May 1st	Annual Principal Payments Due =	Nov 1st
Annual Interest Payments Due =	May 1st & Nov 1st	Annual Interest Payments Due =	May 1st & Nov 1st
Par Amount As Of 1/1/23 =	$4,410,000	Par Amount As Of 1/1/23 =	$930,000

	2014 B	
FISCAL YEAR 2023/2024
 ANNUAL BUDGET 

 REVENUES			
Net On Roll Assessments	0	
 Direct Bill Assessments - Lennar			0	
 Total Revenues		 $	- 	

 EXPENDITURES			
Principal Payments	0	
Interest Payments	0	
 Miscellaneous			0	
Total Expenditures	$	-	

		
 Excess / (Shortfall)		 $	- 	

Series 2014B Bond Was Paid In Full On 5/2/22		

	Series 2014 B Bond Information		
Initial Par Amount =	$9,097,400	
Maturity Par Amount =	$10,000,000	
Interest Rate =	6.90%	
Issue Date =	Dec 2014	
Maturity Date =	May 2025	
Annual Principal Payments Due =	N/A	
Annual Interest Payments Due =	N/A	
Par Amount As Of 1/1/23 =	$0	

FINAL BUDGET
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT 2018 DEBT SERVICE FUND
FISCAL YEAR 2023/2024
October 1, 2023 - September 30, 2024

2018 A-1 & A-2

FISCAL YEAR

Series 2018 A-1 Bond Information

2023/2024	Original Par Amount =	$24,465,000
ANNUAL BUDGET	Average Interest Rate =	3.02%
Maturity Date =	May 2036

REVENUES			Annual Principal Payments Due =	May 1st	
Net On Roll Assessments		2,530,626	Annual Interest Payments Due =	May 1st & November 1st	
			Par Amount As Of 1-1-23 =	$19,900,000	
Total Revenues		$	2,530,626			

Series 2018 A-2 Bond Information	
EXPENDITURES				
Principal Payments A-1	1,180,000	
Original Par Amount =	
$8,740,000	
Interest Payments A-1	620,212	Average Interest Rate =	4.65%	
Principal Payments A-2	370,000	Maturity Date =	May 2036	
Interest Payments A-2	309,562	Annual Principal Payments Due =	May 1st	
Miscellaneous / Prepayment		50,852	Annual Interest Payments Due =	May 1st & November 1st	
Total Expenditures	$	2,530,626	Par Amount As Of 1-1-23 =	$6,870,000	

Excess / (Shortfall)	$	-

9

Assessment Recap - Parcel A Marina Bay & Botanica Lakes
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

 PARCEL A - MARINA BAY & BOTANICA LAKES	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS	TOTAL GROSS
O&M	TOTAL GROSS
DEBT	TOTAL GROSS
ASSESSMENTS		ON ROLL GROSS
PER UNIT TOTAL	
A	Villa / Townhome	240	14,522.48	71,280.00	85,802.48		$	357.51	
A	40' SF	365	22,086.27	136,145.00	158,231.27		$	433.51	
A	40' SF - PO	2	121.02	0.00	121.02		$	60.51	
A	45' SF	269	16,277.28	104,910.00	121,187.28		$	450.51	
A	45' SF / Villa *	6	363.06	2,340.00	2,703.06		$	450.51	
A	45' SF - PO	1	60.51	0.00	60.51		$	60.51	
A	52' SF	564	34,127.83	232,932.00	267,059.83		$	473.51	
A	52' SF - PO	1	60.51	0.00	60.51		$	60.51	
A	62' SF	33	1,996.84	14,949.00	16,945.84		$	513.51	
Total		1,481	89,615.81	562,556.00	652,171.81			

MARINA BAY							

PARCEL	PRODUCT
TYPE	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS	
A	Villa / Townhome	240	14,522.48	71,280.00	85,802.48	
A	40' SF	0	0.00	0.00	0.00	
A	40' SF - PO	0	0.00	0.00	0.00	
A	45' SF	269	16,277.28	104,910.00	121,187.28	
A	45' SF / Villa *	6	363.06	2,340.00	2,703.06	
A	45' SF - PO	1	60.51	0.00	60.51	
A	52' SF	247	14,946.05	102,011.00	116,957.05	
A	52' SF - PO	0	0.00	0.00	0.00	
A	62' SF	33	1,996.84	14,949.00	16,945.84	
Total		796	48,166.23	295,490.00	343,656.23	

BOTANICA LAKES

PARCEL	PRODUCT
TYPE	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS	
A	Villa / Townhome	0	0.00	0.00	0.00	
A	40' SF	365	22,086.27	136,145.00	158,231.27	
A	40' SF - PO	2	121.02	0.00	121.02	
A	45' SF	0	0.00	0.00	0.00	
A	45' SF - PO	0	0.00	0.00	0.00	
A	52' SF	317	19,181.78	130,921.00	150,102.78	
A	52' SF - PO	1	60.51	0.00	60.51	
A	62' SF	0	0.00	0.00	0.00	
Total		685	41,449.58	267,066.00	308,515.58	

PO = Paid Off. There are a few home owners that have paid their bonds offs.
* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

Assessment Recap - Parcels B & D/E Bridgetown & Somerset
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

 PARCELS B & D/E - BRIDGETOWN & SOMERSET	

BRIDGETOWN		
	PRODUCT	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS		GROSS	
PARCEL	TYPE				ASSESSMENT		PER UNIT TOTAL	
B	MF - (2)	66	6,362.87	84,216.00	90,578.87		$	1,372.41	
B	MF - (3)	36	3,470.66	36,180.00	39,650.66		$	1,101.41	
B	SF 42' - (1)	185	17,835.32	90,280.00	108,115.32		$	584.41	
B	SF 42' - (3)	39	3,759.88	39,195.00	42,954.88		$	1,101.41	
B	SF 42' - (5)	1	96.41	0.00	96.41		$	96.41	
B	SF 55' - (1)	230	22,173.64	150,420.00	172,593.64		$	750.41	
B	SF 55' - (2)	0	0.00	0.00	0.00		$	-	
B	SF 55' - (3)	71	6,844.91	71,284.00	78,128.91		$	1,100.41	
B	SF 55' - (5)	2	192.81	0.00	192.81		$	96.41	
B	SF 67' - (1)	130	12,532.93	103,480.00	116,012.93		$	892.41	
B	SF 67' - (2)	38	3,663.47	48,488.00	52,151.47		$	1,372.41	
B	SF 67' - (3)	90	8,676.64	90,360.00	99,036.64		$	1,100.41	
B	SF 67' - (4)	33	3,181.44	47,784.00	50,965.44		$	1,544.41	
B	SF 75' - (1)	0	0.00	0.00	0.00		$	-	
B	SF 75' - (2)	34	3,277.84	49,164.00	52,441.84		$	1,542.41	
B	SF 75' - (3)	3	289.22	3,522.00	3,811.22		$	1,270.41	
B	SF 75' - (4)	27	2,602.99	41,364.00	43,966.99		$	1,628.41	
Total		985	94,961	855,737	950,698			

SOMERSET				
	PRODUCT	UNITS	O&M GROSS	DEBT GROSS	TOTAL GROSS		GROSS	
PARCEL	TYPE				ASSESSMENT		PER UNIT TOTAL	
D/E	MF - (1)	43	10,903.42	21,414.00	32,317.42		$	751.57	
D/E	MF - (2)	123	31,188.86	156,948.00	188,136.86		$	1,529.57	
D/E	MF - (3)	27	6,846.34	27,135.00	33,981.34		$	1,258.57	
D/E	MF - (4)	27	6,846.34	39,096.00	45,942.34		$	1,701.57	
D/E	SF 55' - (1)	78	19,778.30	51,012.00	70,790.30		$	907.57	
D/E	SF 55' - (2)	126	31,949.57	160,776.00	192,725.57		$	1,529.57	
D/E	SF 55' - (3)	46	11,664.13	46,184.00	57,848.13		$	1,257.57	
D/E	SF 67' - (1)	96	24,342.53	76,416.00	100,758.53		$	1,049.57	
D/E	SF 67' - (2)	101	25,610.37	128,876.00	154,486.37		$	1,529.57	
D/E	SF 67' - (3)	53	13,439.10	53,212.00	66,651.10		$	1,257.57	
D/E	SF 67' - (4)	30	7,607.04	43,440.00	51,047.04		$	1,701.57	
D/E	SF 67' - (5)	3	760.70	0.00	760.70		$	253.57	
D/E	SF 75' - (1)	57	14,453.38	50,673.00	65,126.38		$	1,142.57	
D/E	SF 75' - (2)	77	19,524.74	111,342.00	130,866.74		$	1,699.57	
D/E	SF 75' - (3)	27	6,846.34	31,698.00	38,544.34		$	1,427.57	
D/E	SF 75' - (4)	39	9,889.15	59,748.00	69,637.15		$	1,785.57	
D/E	SF 75' - (5)	1	253.57	0.00	253.57		$	253.57	
Total		954	241,904	1,057,970	1,299,874			

(1) Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments				
(2) Full 2005A-2 Assessments and Full 2006A-3 Assessments				
(3) Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments				
(4) Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments				
(5) All Bonds Paid Off - Still Pay O&M				

Assessment Recap - Lennar Parcel
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

WCI ON ROLL

798.30
798.30
973.99
1,025.66
1,232.34

$
$
$
$
$

ON ROLL GROSS PER UNIT TOTAL

 LENNAR PARCEL	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS	ON ROLL
UNITS	DIRECT BILL
UNITS	
C	6 - plex	120	120	0	
C	4 - plex	164	148	16	
C	46' SF	62	62	0	
C	52' SF	219	219	0	
C	67' SF	129	129	0	
Total		694	678	16	

PARCEL	PRODUCT
TYPE	ON ROLL
UNITS	O&M GROSS
ON ROLL	SERIES 2014 GROSS ON ROLL
A-1 & A-2 (Combined)	
C	6 - plex	120	8,987.91	86,807.52	
C	4 - plex	148	11,085.09	107,062.61	
C	46' SF	62	4,643.75	55,743.51	
C	52' SF	219	16,402.93	208,217.41	
C	67' SF	129	9,662.00	149,309.20	
Total		678	50,782	607,140	

WCI HOMES DIRECT BILL

PARCEL	PRODUCT
TYPE	DIRECT BILL
UNITS	O&M NET
DIRECT BILL	SERIES 2014 NET DIRECT BILL
A-1 & A-2 (Combined)	
C	6 - plex	0	0.00	0.00	
C	4 - plex	16	1,150.45	11,111.36	
C	46' SF	0	0.00	0.00	
C	52' SF	0	0.00	0.00	
C	67' SF	0	0.00	0.00	
Total		16	1,150	11,111	

Arborwood Community Development District Assessment Recap - Other Parcels
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

OTHER ON ROLL

192,771.06
26,055.19
14,417.01
3,127.98

$
$
$
$

ON ROLL GROSS TOTAL

 OTHER PARCELS	

PARCEL	PRODUCT
TYPE	TOTAL
UNITS / ACRES	ON ROLL
UNITS	DIRECT BILL
UNITS	

D/E	
Golf Course	
116	
116	
0	
G	Neighborhood Retail	21	21	0	
H-1	Retail/ Commercial	11	11	0	
H-2	RE Office	2	2	0	
Total		151	151	0	

PARCEL	PRODUCT
TYPE	ON ROLL
UNITS	O&M GROSS
ON ROLL	2018 GROSS
ON ROLL	TOTAL GROSS
ON ROLL	

D/E	
Golf Course	
116	
69,215.06	
123,556.00	
192,771.06	
G	Neighborhood Retail	21	4,205.19	21,850.00	26,055.19	
H-1	Retail/ Commercial	11	2,517.01	11,900.00	14,417.01	
H-2	RE Office	2	627.98	2,500.00	3,127.98	
Total		151	76,565	159,806	236,371	

ANNUAL ASSESSMENT METHODOLOGY - GENERAL FUND O&M FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

Total Shared O&M Expenditures

$  323,725.00

A

Allocation of Expenditures and Assessment Per Unit

Tract	

Parcel	Allocation Per Parcel based on Gross Acreage	Assessment Per Unit	
		
B	
C	
D = B-C	
E	
F = A*D	
G = E/96%	
H	
I = F/H	
J = I/96%	
		
Gross Acreage	Preserve and Lake Acerage	
Net Acerage	
% of Total Acreage	Allocation of Expenditures	Total Expenditures Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per Unit (If On Roll)	
1	A	560.38	207.90	352.48	26.58%	$	86,031	$	89,616	1,481	$	58.09	$	60.51	
2	B	669.06	332.43	336.63	25.38%	$	82,163	$	85,586	985	$	83.41	$	86.89	
2	D/E	817.73	481.41	336.32	25.36%	$	82,087	$	85,507	954	$	86.05	$	89.63	
2	C	259.16	83.39	175.77	13.25%	$	42,901	$	44,688	694	$	61.82	$	64.39	
Total Residential Land Uses	2,306.33	1,105.13	1,201.20	90.57%	$	293,182	$	305,397	4,114		
2	Golf Course (part of Tract 2 Parcel D/E)	116.23	20.00	96.23	7.26%	$	23,487	24,465.87		
3	Neighborhood Retail-G	21.06	4.52	16.54	1.25%	$	4,037	4,205.19		
4	Retail/ Commercial H-1	11.19	1.29	9.90	0.75%	$	2,416	2,517.01		
5	RE Office-H-2	2.47	-	2.47	0.19%	$	603	627.98		
Total Non-Residential Land Uses	150.95	25.81	125.14	9.43%	$	30,543	$	31,816		
Grand Total (Gross)	2,457.28	1,130.94	1,326.34	100.00%	$	323,725	$	337,214		

$  193,100.00

Total -Somerset Only- O&M Expenditures

Tract	
Parcel	
Gross Acreage	Preserve and Lake Acerage	
Net Acerage	
% of Total Acreage	Allocation of Expenditures	Total Expenditures Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per Unit (If On Roll)	
2	D/E	817.73	481.41	336.32	77.75%	$	150,141	$	156,397	954	$	157.38	$	163.94	
2	Golf Course (part of Tract 2
Parcel D/E)	116.23	20.00	96.23	22.25%	$	42,959	$	44,749		
Totals	
933.96	
501.41	
432.55	
100.00%	
$	193,100	
$	201,146		

$	7,000.00

Total -Parcel C Only O&M Expenditures

Tract	
Parcel	
Gross Acreage	Preserve and Lake Acerage	
Net Acerage	
% of Total Acreage	Allocation of Expenditures	Total Expenditures Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per Unit (If On Roll)	
2	C	259.16	83.39	175.77	100.00%	$	7,000	$	7,292	694	$	10.09	$	10.51	

$	9,000.00

Total -Bridgetown Only O&M Expenditures

Tract	
Parcel	
Gross Acreage	Preserve and Lake Acerage	
Net Acerage	
% of Total Acreage	Allocation of Expenditures	Total Expenditures Grossed up (on Roll)	
Projected Units	
Net Assmt per Unit	Gross Assmt per Unit (If On Roll)	
2	B	669.06	332.43	336.63	100.00%	$	9,000	$	9,375	985	$	9.14	$	9.52	

14

ANNUAL ASSESSMENT METHODOLOGY - 2014 BOND DEBT SERVICE FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

Net 2014 A1 & A2 Principal & Interest
Payment Due:	
Net Total MADs	
% Difference	
$	593,966.00	$	598,173.89	99.297%	

*

Parcel - Product Type	

Planned
Units	

Platted Units ON
Roll	
Per Unit ERU Multiplied by
Net Due Grossed up = Assmt/Plttd.
Unit	

Assessments
Platted	

OFF Roll	
PARCEL C - 6 - Plex	120	120	$	723.40	$	86,807.52	$	-	
PARCEL C - 4 - Plex	164	148	$	723.40	$  107,062.61	$	11,111	
PARCEL C - 46' Single Family	62	62	$	899.09	$	55,743.51	$	-	
PARCEL C - 52' Single Family	219	219	$	950.76	$  208,217.41	$	-	
PARCEL C - 67' Single Family	129	129	$	1,157.44	$  149,309.20	$	-	
						
Grand Total	694	678		$  607,140.25	$	11,111.36	

Per Unit ERUs
from Methodology	

Category Total using ERUs and Lot Count
from
Methodology	

Category % of ERUs Total = % of
Bond
Assessment	
0.70	84.00	14.0304%	
0.70	114.80	19.1749%	
0.87	53.94	9.0095%	
0.92	201.48	33.6529%	
1.12	144.48	24.1323%	
			
	598.70	100.0000%	

Note: ERU's and Planned Units come directly from the Series 2014 Bond Methodology.

ANNUAL ASSESSMENT METHODOLOGY - 2018 BOND DEBT SERVICE FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

$2,636,069

Gross MADs when all platted

GRAND TOTAL	2,636,069	0	2,636,069

Parcel - Product Type	

Planned Units	

Platted Units
ON Roll	

Gross Annual
M.A.D	
Total Assessments
Platted	

OFF Roll Net	
						
PARCEL A - Villa / Townhome	240	240	297	71,280	0	
PARCEL A - Single Family 40'	365	365	373	136,145	0	
PARCEL A - Single Family 40' - PO	2	2	0	0	0	
PARCEL A - Single Family 45'	269	269	390	104,910	0	
PARCEL A - Single Family 45' / Villa *	6	6	390	2,340	0	
PARCEL A - Single Family 45' -PO	1	1	0	0	0	
PARCEL A - Single Family 52'	564	564	413	232,932	0	
PARCEL A - Single Family 52' - PO	1	1	0	0	0	
PARCEL A - Single Family 62'	33	33	453	14,949	0	

Subtotal Parcel A	
1,481	
1,481		
562,556	
0	
						
PARCELS B - Multi Family and Twin Villas - (2)	66	66	1,276	84,216	0	
PARCELS B - Multi Family and Twin Villas - (3)	36	36	1,005	36,180	0	
PARCELS B - Single Family 42' - (1)	185	185	488	90,280	0	
PARCELS B - Single Family 42' - (3)	39	39	1,005	39,195	0	
PARCELS B - Single Family 42' - (5)	1	1	0	0	0	
PARCELS B - Single Family 55' - (1)	230	230	654	150,420	0	
PARCELS B - Single Family 55' - (2)	0	0	1,276	0	0	
PARCELS B - Single Family 55' - (3)	71	71	1,004	71,284	0	
PARCELS B - Single Family 55' - (5)	2	2	0	0	0	
PARCELS B - Single Family 67' - (1)	130	130	796	103,480	0	
PARCELS B - Single Family 67' - (2)	38	38	1,276	48,488	0	
PARCELS B - Single Family 67' - (3)	90	90	1,004	90,360	0	
PARCELS B - Single Family 67' - (4)	33	33	1,448	47,784	0	
PARCELS B - Single Family 75' - (1)	0	0	889	0	0	
PARCELS B - Single Family 75' - (2)	34	34	1,446	49,164	0	
PARCELS B - Single Family 75' - (3)	3	3	1,174	3,522	0	
PARCELS B - Single Family 75' - (4)	27	27	1,532	41,364	0	

Subtotal Parcels B	
985	
985		
855,737	
0	
						
PARCELS D/E - Multi Family and Twin Villas - (1)	43	43	498	21,414	0	
PARCELS D/E - Multi Family and Twin Villas - (2)	123	123	1,276	156,948	0	
PARCELS D/E - Multi Family and Twin Villas - (3)	27	27	1,005	27,135	0	
PARCELS D/E - Multi Family and Twin Villas - (4)	27	27	1,448	39,096	0	
PARCELS D/E - Single Family 55' - (1)	78	78	654	51,012	0	
PARCELS D/E - Single Family 55' - (2)	126	126	1,276	160,776	0	
PARCELS D/E - Single Family 55' - (3)	46	46	1,004	46,184	0	
PARCELS D/E - Single Family 67' - (1)	96	96	796	76,416	0	
PARCELS D/E - Single Family 67' - (2)	101	101	1,276	128,876	0	
PARCELS D/E - Single Family 67' - (3)	53	53	1,004	53,212	0	
PARCELS D/E - Single Family 67' - (4)	30	30	1,448	43,440	0	
PARCELS D/E - Single Family 67' - (5)	3	3	0	0	0	
PARCELS D/E - Single Family 75' - (1)	57	57	889	50,673	0	
PARCELS D/E - Single Family 75' - (2)	77	77	1,446	111,342	0	
PARCELS D/E - Single Family 75' - (3)	27	27	1,174	31,698	0	
PARCELS D/E - Single Family 75' - (4)	39	39	1,532	59,748	0	
PARCELS D/E - Single Family 75' - (5)	1	1	0	0	0	

Subtotal Parcels D/E	
954	
954		
1,057,970	
0	

Total Residential Units Parcels A, B, D, E	
3,420	
3,420		
2,476,263	
0	

Category Total MADs from Methodology	
	
71,280	
136,145	
0	
104,910	
2,340	
0	
232,932	
0	
14,949	

84,216	
36,180	
90,280	
39,195	
0	
150,420	
0	
71,284	
0	
103,480	
48,488	
90,360	
47,784	
0	
49,164	
3,522	
41,364	

21,414	
156,948	
27,135	
39,096	
51,012	
160,776	
46,184	
76,416	
128,876	
53,212	
43,440	
0	
50,673	
111,342	
31,698	
59,748	
0	
	
123,556	
21,850	
11,900	
2,500	

Other Land Uses					
GOLF COURSE	1	1	123,556	123,556	
PARCEL G (Neighborhood Retail)	1	1	21,850	21,850	
PARCEL H-1 (Retail / Commercial)	1	1	11,900	11,900	
PARCEL H-2 (RE Office)	1	1	2,500	2,500	
Other Land UseTotal				159,806	

Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments
Full 2005A-2 Assessments and Full 2006A-3 Assessments
Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments
Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments
All Bonds Paid Off - Still Pay O&M

* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

Arborwood Community Development District On Roll Assessment Comparsion
Fiscal Year 2023/2024 October 1, 2023 - September 30, 2024

		Gross	Gross	
	Product	Fiscal Year 2022/2023	Fiscal Year 2023/2024	
Parcel	Type	On Roll Assessment Per Unit	On Roll Assessment Per Unit	

GL Homes				
A	Villa / Townhome	$347.13	$357.51	
A	40' SF	$423.13	$433.51	
A	40' SF - PO	$50.13	$60.51	
A	45' SF	$440.13	$450.51	
A	45' SF / Villa *	$440.13	$450.51	
A	45' SF - PO	$50.13	$60.51	
A	52' SF	$463.13	$473.51	
A	52' SF - PO	$50.13	$60.51	
A	62' SF	$503.13	$513.51	

Pulte

* The District’s methodology allocates assessments based on the size of the lot, not the structure constructed on the lot size. As a result, even though the dwellings constructed on these six lots are Villas, the lots are 45’ lots and are allocated assessments based on the lot.

B	MF - (2)	$1,366.89	$1,372.41	
B	MF - (3)	$1,095.89	$1,101.41	
B	SF 42' - (1)	$578.89	$584.41	
B	SF 42' - (3)	$1,095.89	$1,101.41	
B	SF 42' - (5)	$90.89	$96.41	
B	SF 55' - (1)	$744.89	$750.41	
B	SF 55' - (2)	$0.00	$0.00	
B	SF 55' - (3)	$1,094.89	$1,100.41	
B	SF 55' - (5)	$90.89	$96.41	
B	SF 67' - (1)	$886.89	$892.41	
B	SF 67' - (2)	$1,366.89	$1,372.41	
B	SF 67' - (3)	$1,094.89	$1,100.41	
B	SF 67' - (4)	$1,538.89	$1,544.41	
B	SF 75' - (1)	$0.00	$0.00	
B	SF 75' - (2)	$1,536.89	$1,542.41	
B	SF 75' - (3)	$1,264.89	$1,270.41	
B	SF 75' - (4)	$1,622.89	$1,628.41	
D/E	MF - (1)	$763.75	$751.57	
D/E	MF - (2)	$1,541.75	$1,529.57	
D/E	MF - (3)	$1,270.75	$1,258.57	
D/E	MF - (4)	$1,713.75	$1,701.57	
D/E	SF 55' - (1)	$919.75	$907.57	
D/E	SF 55' - (2)	$1,541.75	$1,529.57	
D/E	SF 55' - (3)	$1,269.75	$1,257.57	
D/E	SF 67' - (1)	$1,061.75	$1,049.57	
D/E	SF 67' - (2)	$1,541.75	$1,529.57	
D/E	SF 67' - (3)	$1,269.75	$1,257.57	
D/E	SF 67' - (4)	$1,713.75	$1,701.57	
D/E	SF 67' - (5)	$265.75	$253.57	
D/E	SF 75' - (1)	$1,154.75	$1,142.57	
D/E	SF 75' - (2)	$1,711.75	$1,699.57	
D/E	SF 75' - (3)	$1,439.75	$1,427.57	
D/E	SF 75' - (4)	$1,797.75	$1,785.57	
D/E	SF 75' - (5)	$265.75	$253.57	
	(1) Full 2005A-2 Assessments and Paid Off 2006A-3 Assessments		
	(2) Full 2005A-2 Assessments and Full 2006A-3 Assessments		
	(3) Full 2005A-2 Assessments and Partial Buydown 2006A-3 Assessments		
	(4) Full 2005A-2 Assessments, Full 2006A-3 Assessments and Full 2006A-2 Assessments		
	(5) All Bonds Paid Off - Still Pay O&M		
Lennar			
C	6 - Plex	$785.02	$798.30	
C	4 - Plex	$785.02	$798.30	
C	46' SF	$959.69	$973.99	
C	52' SF	$1,011.07	$1,025.66	
C	67' SF	$1,216.54	$1,232.34	

Others			
D/E	Golf Course	$160,648.85	$192,771.06	
G	Neighborhood Retail	$24,641.88	$26,055.19	
H-1	Retail/ Commercial	$13,383.43	$14,417.01	
H-2	RE Office	$2,827.44	$3,127.98	

Income

01-3100 · O & M Assessments (On-Roll)	496,033.41		503,606.00		-7,572.59		98.5%	
01-3305 · O&M Assesments-Off Roll-Lennar	0.00		1,011.00		-1,011.00		0.0%	
01-3812 · Debt Assessments (2018)	2,597,078.65		2,636,069.00		-38,990.35		98.52%	
01-3818 · Debt Assessments (2014)	594,872.10		603,623.00		-8,750.90		98.55%	
01-3822 · Debt Assess-Pd To Trustee-2018	-2,489,198.40		-2,530,626.00		41,427.60		98.36%	
01-3829 · Debt Asses-Pd To Trustee-2014	-570,161.85		-609,673.00		39,511.15		93.52%	
01-3830 · Assessment Fees	-10,069.50		-10,000.00		-69.50		100.7%	
01-3831 · Assessment Discounts	-143,126.27		-149,732.00		6,605.73		95.59%	
01-3922 · Debt Direct Bill - Lennar(2014)	0.00		30,195.00		-30,195.00		0.0%	
01-9400 · Other Revenue	1,375.00		18,000.00		-16,625.00		7.64%	
Total Income	476,803.14		492,473.00		-15,669.86		96.82%	
Expense								
01-1130 · Payroll Tax Expense	260.10		880.00		-619.90		29.56%	
01-1131 · Supervisor Fees	3,400.00		11,000.00		-7,600.00		30.91%	
01-1310 · Engineering	30,401.87		32,500.00		-2,098.13		93.54%	
01-1311 · Management Fees	22,498.00		38,568.00		-16,070.00		58.33%	
01-1313 · Website Management	1,166.62		2,000.00		-833.38		58.33%	
01-1315 · Legal Fees	4,876.50		22,000.00		-17,123.50		22.17%	
01-1318 · Assessment/Tax Roll	0.00		5,000.00		-5,000.00		0.0%	
01-1320 · Audit Fees	0.00		5,350.00		-5,350.00		0.0%	
01-1330 · Arbitrage Rebate Fee	500.00		2,000.00		-1,500.00		25.0%	
01-1332 · Amortization Schedule Fee	150.00		500.00		-350.00		30.0%	
01-1450 · Insurance	10,839.00		12,000.00		-1,161.00		90.33%	
01-1480 · Legal Advertisements	1,493.38		5,500.00		-4,006.62		27.15%	
01-1512 · Miscellaneous	998.24		3,300.00		-2,301.76		30.25%	
01-1513 · Postage and Delivery	279.90		1,150.00		-870.10		24.34%	
01-1514 · Office Supplies	428.60		2,300.00		-1,871.40		18.64%	
01-1540 · Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
01-1555 · Trustee Fees	4,246.25		30,000.00		-25,753.75		14.15%	
01-1743 · Continuing Disclosure Fee	3,000.00		4,000.00		-1,000.00		75.0%	

01-1811 · Professional Fee & Permits	0.00		1,250.00		-1,250.00		0.0%	
01-1815 · Miscellaneous Maintenance	13,556.01		0.00		13,556.01		100.0%	
01-1816 · Treeline Preserve Maint-Exotics	0.00		6,000.00		-6,000.00		0.0%	
01-1818 · DRI / Traffic Monitoring	0.00		10,000.00		-10,000.00		0.0%	
01-1819 · Environmentl Cnsltng-Passarella	11,727.50		22,000.00		-10,272.50		53.31%	
01-1820 · Panther Mitigation Mnt-Exotics	40,000.00		80,000.00		-40,000.00		50.0%	
01-1822 · Street Lighting-Utility & Maint	4,166.80		13,000.00		-8,833.20		32.05%	
01-1824 · Field Inspector - Somerset Only	14,953.36		25,500.00		-10,546.64		58.64%	
01-1825 · Lake Maintenance-Somerset Only	26,873.00		46,100.00		-19,227.00		58.29%	
01-1826 · Preserve Maint - Somerset Only	4,500.00		35,000.00		-30,500.00		12.86%	
01-1827 · Flowway Maintenance	0.00		4,600.00		-4,600.00		0.0%	
01-1828 · Preserve Maint (Parcel C Only)	0.00		10,800.00		-10,800.00		0.0%	
01-1829 · Lake Bank Erosion Mte(Somerset)	0.00		36,500.00		-36,500.00		0.0%	
01-1830 · Strmwtr Drains Ins/MTE-Somerset	0.00		20,000.00		-20,000.00		0.0%	
01-1831 · Strmwtr Drains Ins (Bridgetown)	0.00		2,500.00		-2,500.00		0.0%	
01-1850 · Capital Outlay - Small	0.00		1,000.00		-1,000.00		0.0%	
Total Expense	200,490.13		492,473.00		-291,982.87		40.71%	
1et Income	276,313.01		0.00		276,313.01		100.0%	

Bank Balance As Of 4/30/23	
$	657,570.45	

Accounts Payable As Of 4/30/23	
$	68,682.32	

Other Assets As Of 4/30/23	
$	-	

Total Fund Balance As Of 4/30/23	
$	588,888.13	

Series 2014A-1 Bond Balance As Of 4/30/23	
$  4,410,000.00	

Series 2014A-2 Bond Balance As Of 4/30/23	
$	930,000.00	

Series 2018A-1 Bond Balance As Of 4/30/23	
$ 19,900,000.00	
Series 2018A-2 Bond Balance As Of 4/30/23	$  6,870,000.00	

Total Bond Balance As Of 4/30/23	
$ 32,110,000.00