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PBSD MSTBU Agenda 09/05/2018
PELICAN BAY SERVICES DIVISION Municipal Services Taxing & Benefit Unit NOTICE OF PUBLIC MEETING WEDNESDAY, SEPTEMBER 5, 2018 THE PELICAN BAY SERVICES DIVISION BOARD WILL MEET AT 1 PM ON SEPTEMBER 5 AT THE COMMUNITY CENTER AT PELICAN BAY, LOCATED AT 8960 HAMMOCK OAK DRIVE, NAPLES, FLORIDA 34108. AGENDA 1. Pledge of Allegiance and roll call 2. Agenda approval 3. Approval of 07/11/18 Regular Session meeting minutes 4. Audience Comments 5. *Approval of DMG Contract for Solicitation #18-7352 6. *Approval of minor Clam Pass permit modification 7. Administrator's report a. Update on timeline for streetlight and sign bid awards b. *Approval of plans for US 41 berm clean-up and restoration c. *Approval of Gulf Park Drive median -cut d. Update on Bay Colony restoration e. July and August financial reports 8. Committee reports a. Clam Bay b. Landscape & Safety i. *Approval of sidewalk analysis proposal c. Water Management i. *Approval of Lake 2-9 restoration ii. *Suspension of WQ testing of upland lakes d. Budget 9. Chairman's report 10. Old business 11. New business 12. Adjournment *indicates possible action items ANY PERSON WISHING TO SPEAK ON AN AGENDA ITEM WILL RECEIVE UP TO THREE (3) MINUTES PER ITEM TO ADDRESS THE BOARD. THE BOARD WILL SOLICIT PUBLIC COMMENTS ON SUBJECTS NOT ON THIS AGENDA AND ANY PERSON WISHING TO SPEAK WILL RECEIVE UP TO THREE (3) MINUTES. THE BOARD ENCOURAGES YOU TO SUBMIT YOUR COMMENTS IN WRITING IN ADVANCE OF THE MEETING. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDING PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD IS MADE, WHICH INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS AN ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING YOU ARE ENTITLED TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE PELICAN BAY SERVICES DIVISION AT (239) 597-1749 OR VISIT PELICANBAYSERVICESDIVISION.NET. 8/28/2018 4:44 PM PELICAN BAY SERVICES DIVISION BOARD REGULAR SESSION DULY 119 2018 The Pelican Bay Services Division Board met on Wednesday, July 11, 2018, at 1:00 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive, Naples, Florida 34108. In attendance were: Pelican Bay Services Division Board Scott Streckenbein, Chairman Tom Cravens, Vice -Chairman Joe Chicurel Jacob Damouni Ken Dawson Pelican Bay Services Division Staff Neil Dorrill, Administrator Marion Bolick, Operations Manager Also Present Evelyn Colon, Collier County Procurement Ted Coyman, Collier County Procurement Tim Durham, County Manager's Office Nick Fabregas Pete Griffith Bohdan Hirniak Susan O'Brien Mike Shepherd Rick Swider Mary McCaughtry, Operations Analyst Lisa Jacob, Associate Project Manager Barbara Shea, Recording Secretary Jim Hoppensteadt, Pelican Bay Foundation Robert Sanchez, PBPOA Trent Waterhouse, Pelican Bay Foundation APPROVED AGENDA (AS PRESENTED) 1. Pledge of Allegiance 2. Roll call 3. Agenda approval 4. Approval of 06/06/18 Regular Session meeting minutes 5. Audience Comments 6. Administrator's report a. Update on County Clerk's audit of PBSD b. Update on timeline for streetlight and sign repairs c. Update on timeline for 41 berm clean-up and restoration d. Update on Bay Colony restoration e. Update on AB&B's report on WM pipe inspections at 6 sites f. June financial report 7. Committee reports a. Clam Bay b. Landscape & Safety c. Water Management i. PBF/PBSD berm committee update d. Budget 8. Chairman's report 9. Old business 10. New business 11. Adjournment 1 Pelican Bay Services Division Board Regular Session July 11, 2018 ROLL CALL All members were present and a quorum was established AGENDA APPROVAL IMr. Cravens motioned, Mr. Damouni seconded to approve the agenda as pI resented. The motion carried unanimously. APPROVAL OF 06/06/18 REGULAR SESSION MEETING MINUTES IMr. Cravens motioned, Mr. Griffith seconded to approve the 06/06/18 regular I session meeting minutes as presented. The motion carried unanimously. COLLIER COUNTY PROCUREMENT COMMENTS Mr. Ted Coyman, Collier County Director of Procurement Services, commented that as a result of the Board of County Commissioners' receipt of the Clerk of Court's PBSD payroll audit report, the County Manager's Office decided to postpone the July 11 selection committee meeting, in order to give the PBSD Board an opportunity to discuss the audit findings. He commented that the audit findings are relevant and material to the management services contract to be discussed by the selection committee. Mr. Coyman commented that the existing management services contract with DMG was extended, and now has an expiration date of Dec. 27. He also proposed rescheduling the selection committee meeting to July 19 at 3 p.m. By a show of hands, it was noted that a majority of the PBSD board members could attend a July 19 meeting. Mr. Coyman provided additional information on the selection committee process which included, (1) any PBSD board member who has not contacted Evelyn Colon, has time to contact her in order to participate on the committee, (2) the BCC must also approve the committee's selection, (3) the scope of work included in the RFP could be changed through negotiations between the two parties, and (4) if the PBSD Board preferred to change the model for PBSD management, a discussion with the County Manager and/or BCC would be required. Mr. Dorrill commented on PBSD contractor McShea, hired to paint sharrows on PB roads, where the quality of completed work is in dispute. Mr. Coyman suggested setting up a meeting with the vendor, PBSD staff, and Sandra Herrera, Procurement Manager, to discuss the details of the project and hopefully come to a mutually agreed upon solution. AUDIENCE COMMENTS Mr. Geoff Noble commented that he was distressed by the audit report, the failure of the Administrator to supervise, and suggested a forensic audit of the PBSD. Ms. Linda Roth commented on the audit report, including (1) the lack of oversight and supervision, (2) incompetent leadership, and (3) the lack of adherence to County payroll procedures by key staff. Ms. Jeanne Findlater commented on the audit report, including (1) the audit findings have still not been addressed, (2) new leadership is needed, and (3) the PBSD Board should terminate the Administrator's contract. Mr. Robert Sanchez commented on being distressed over the audit report, as well as the lack of competitive bids for the management services contract. Ms. Sandy Doyle commented on the audit report, including (1) the failure of the Administrator to fulfill his contractual obligations, (2) the failure of the Administrator and 2 Pelican Bay Services Division Board Regular Session July 11, 2018 management to accept responsibility for the audit findings, and (3) the need to expand the audit to other areas within PBSD beyond payroll. Dr. Joseph Doyle commented on the audit report, including (1) the audit findings are a symptom of a larger problem, (2) the PBSD Board is dysfunctional, and (3) the PBSD Board needs to take action. He also commented that the proposed FY19 PBSD assessment is too high, and should not include $1.3 million for which reimbursement is expected from FEMA. Mr. Pete Duggan questioned how the management services contract could be extended in light of the audit findings and suggested that the PBSD needs help. ADMINISTRATOR'S REPORT UPDATE ON COUNTY CLERK'S AUDIT OF PBSD Mr. Dorrill provided an update on the Clerk of Courts' PBSD payroll audit which included: • Mr. Dorrill attended a pre -engagement meeting with the Clerk of Courts' audit staff about eight months ago. There were no other requests for meetings from the audit staff. • The PBSD Administrator has never been directly in the workflow of PBSD payroll. However, going forward, Mr. Dorrill will be directly participating in the PBSD payroll approval process. • Audit findings included (1) under -reported "leave" hours, (2) unapproved payroll documents, (3) unintentional data entry errors in the SAP payroll system, entered by the Operations Analyst, and (4) compensatory time hours not recorded in SAP, per County policy. • Adherence to corrective actions and disciplinary actions will be reported back to the County Manager's Office in 30, 60, and 90 days. • Annual performance appraisals were not completed for PBSD employees in 2015 and 2016, resulting from the County transitioning to a new method of evaluations, with multiple delays. • On June 4, Mr. Tim Durham, County Executive Director of Corp. Business Operations, was contacted by the Clerk of Courts and provided with a draft of the PBSD payroll audit report. The County's Department of Corporate Compliance & Internal Review developed a ten -point action plan (of which nine have been completed), and a management response was provided back to the Clerk of Courts. Mr. Dorrill is responsible for implementing the ten -point action plan. • A touch pad/touch badge system has been requested to provide a method to record every PBSD employee's arrival to work. OTHER ADMINISTRATOR COMMENTS Mr. Dorrill commented that he did not participate in drafting the RFP for management services for the PBSD. COUNTY EXECUTIVE DIRECTOR OF CORP. BUSINESS OPS. COMMENTS Comments by Mr. Tim Durham on the Clerk of Courts' PBSD audit included: • It is Mr. Durham's opinion that there has been no malice or wrong -doing by PBSD staff. • Taking corrective actions, as developed by the County's Corp. Compliance & Internal Review Dept., is recommended. • What triggered the audit is unknown. • This is an opportunity to correct the system. Comments by Mr. Durham on the PBSD management services RFP included: • Mr. Durham stated that he wrote the RFP language and Mr. Dorrill did not participate. • Mr. Durham extended the existing DMG contract until Dec. 27. Pelican Bay Services Division Board Regular Session July 11, 2018 • The new management services contract is for a three-year contract with one two-year renewal. COMMENTS ON THE PBSD AUDIT BY PBSD BOARD MEMBERS Ms. O'Brien requested that the Administrator admit that PBSD staff has not been following County procedures. Mr. Streckenbein commented that he has heard acceptance of responsibility. Mr. Shepherd suggested "keeping your eye on the ball." He reminded PBSD Board members of Mr. Dorrill's proven value during key events. He questioned whether a review of payroll records was good use of the Administrator's time. Mr. Dawson commented on the total dollar value of $6,036 in discrepancies reported in the audit report, and commented that 27% of companies nationwide report payroll fraud. Mr. Streckenbein commented that "if something is broken, we want to fix it." Ms. O'Brien commented that (1) we have a systemic lack of supervision and oversight, (2) the report stated that staff rarely sees the Administrator in the office, and (3) there are no clearly defined roles or "who reports to who" among the administrative staff. UPDATE ON PBSD PROJECTS Mr. Dorrill commented that a two -page analysis/update of current PBSD projects, prepared by Ms. Lisa Jacob, was included in the agenda packet. Ms. Jacob provided additional clarifications on some of the ongoing projects. JUNE FINANCIAL REPORT Mr. Shepherd commented that the June PBSD financial reports were provided in the agenda packet, with nothing unfavorable to report. Mr. Shepherd motioned, Mr. Damouni seconded to accept the Administrator's Report. The motion carried unanimously. COMMITTEE REPORTS CLAM BAY REPORT Ms. O'Brien provided her July 2018 Clam Bay update in the agenda packet. She highlighted, (1) the June tidal ratio report is excellent, (2) good news - copper is holding its own for the year, and (3) good news — a new contract with Turrell, Hall & Assoc. for water quality reports is now in place. In the agenda packet, Ms. O'Brien provided background information on the upland pond water quality, which has been discussed by the Clam Bay and Water Management Committees. LANDSCAPE & SAFETY REPORT Dr. Chicurel reported that the Landscape & Safety Committee did not meet in June; the July meeting is scheduled for July 19 at 1 p.m. Mr. Dorrill commented that our landscape architect, Ms. Ellin Goetz, has completed the 41 berm plans. This will be an item for discussion at the July 19 meeting. WATER MANAGEMENT REPORT Mr. Cravens reported that the Water Management Committee did not meet in June; the next meeting is scheduled for August 14. The committee will discuss algae in PBSD lakes and the east side of the berm, and duckweed along the south berm. Pelican Bay Services Division Board Regular Session July 11, 2018 PBF/PBSD BERM COMMITTEE UPDATE Mr. Cravens commented that the PBF/PBSD Berm Committee will provide a presentation at the July 19 Landscape & Safety Committee meeting. BUDGET REPORT Mr. Shepherd commented on recent one-on-one time organized by Mr. Dorrill for discussions on the financial needs of the PB community with a few Collier County Commissioners. The Commissioners suggested that PBSD long term financing (arranged by the County) is a possibility. Mr. Shepherd commented that we require some proactive work on the Chair's part to appoint somebody to do a lot of the detail work that would be necessary to get to a point where the PBSD could seek long-term financing. CHAIRMAN'S REPORT The Chairman's report included the following comments: • Mr. Streckenbein is in the process of arranging a meeting with Mark Isackson, Collier County Division Director of Corporate Finance & Management Services to get a sense of a timeline and/or how fast it would take to secure PBSD funding through municipal bonds to finance our long-term projects. • At the May PBSD Board meeting, Mr. Steckenbein appointed the Budget Committee as the lead agency to explore long-term financial solutions for our aging projects. Mr. Streckenbein suggested the need for an action plan for identification of projects and their respective costs. • Mr. Steckenbein requested that board members notify the PBSD Office, as far in advance as possible, if they are unable to attend a PBSD Board meeting. Ms. O'Brien provided and distributed a improvement plan" which could be utilized as project. This document was added to the record. document entitled, "Suggestions for pathway part of the action plan for our future pathway OLD BUSINESS Ms. O'Brien commented on before and after photos of the rear of a new home near Gulf Park Dr., where it appears that the new footprint of the rip rap on the lake bank covers PBSD's entire easement where the old rip rap did not. Mr. Streckenbein commented on the double fatality in June resulting from an auto collision at the intersection of Gulf Park Dr. and US 41. NEW BUSINESS None 11 The meeting was adjourned at 3:22 p.m. 11 Pelican Bay Services Division Board Regular Session July 11, 2018 Scott Streckenbein, Chairman Minutes approved [ ] as presented OR [ ] as amended ON [ ] date Cel From: McCaughtryMary To: JacobLisa Subject: FW: SCOPE OF WORK Date: Friday, August 31, 2018 12:57:57 PM FYI From: McCaughtryMary Sent: Tuesday, August 28, 2018 4:01 PM To: Scott Streckenbein (sstreckenbein@yahoo.com) <sstreckenbein@yahoo.com> Subject: SCOPE OF WORK Scott — I printed the pages needed to compare the scopes on the RFP and the Contract. Everything in the scope is there plus in the contract numbers 3, 12 and 15 are added and in number 17 the word "or" was removed and "and" added — let me know if you want anything else. .lblaW .Mce'auy&W, Opewtimw Qna pt Pelican Bay Services Division of Collier County 801 Laurel Oak Dr., Ste. 302 Naples, FL 34108 239-597-1749 - phone 239-597-4502 - fax www.pelicanbayservicesdivision.net www.colliergov.net Ow SUPPORT OUR TROOPS Mary.McCaughtry@colIiercountyfLgov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Agenda Item #5 Page 1 of 19 From: McCaughtryMary Sent: Thursday, August 30, 2018 1:25 PM To: JacobLisa <Lisa.Jacob@colliercountyfl.gov> Subject: FW: Contract - #18-7352 Management Services for Pelican Bay Services From: CallahanSean Sent: Thursday, August 30, 2018 1:21 PM To: Scott Streckenbein <sstreckenbein@vahoo.com> Cc: McCaughtryMary <Marv.McCaughtrv@colliercountyfl.gov>; NeilDorrill <neil@dmgfl.com>; HallSwainson <Swainson.Hall@colliercountyfl.gov>; ColonEvelyn <Evelyn.Colon@colliercountvfl.gov> Subject: Contract - #18-7352 Management Services for Pelican Bay Services Good afternoon. Please find the contract attached for #18-7352 — Management Services for Pelican Bay Services Division. This can be presented to the PBSD Board at the September 5 meeting, and will be considered by the Collier County Board of County Commissioners on September 25. Thanks everyone for your help with getting this contract put together. See you on Wednesday. Respectfully, Sean Callahan Exec. Director of Corporate Business Operations Coie-r Co""ty Office of the County Manager 3299 Tamiami Trail E, Building F, Suite 202, Naples Florida 34113 Phone: 239.252.8383 Cell: 239.272.6516 E-mail: Sean Callahan@colliercountyfl.aov Agenda Item #5 Page 2 of 19 FIXED FEE PROFESSIONAL SERVICE AGREEMENT # 18-7352 for MANAGEMENT SERVICES FOR PELICAN BAY SERVICES DIVISION THIS AGREEMENT, made and entered into on this day of 20 by and between Dorrill Management Group, Inc. authorized to d❑ business in the State of Florida, whose business address is 5672 Strand Court, Suite #1, Naples, FL 34110 , (the "Contractor") and Collier County, a political subdivision of the State of Florida, (the "County"): WITNESS ETH: The Agreement shall be for a three (_�_) year period, commencing 0 upon the date of So-= pproval [0 on October 1, 2018 and terminating on three (1__) year(s) from that date or until all outstanding Purchase Order(s) issued prior to the expiration of the Agreement period have been completed or terminated. The County may, at its discretion and with the consent of the Contractor, renew the Agreement under all of the terms and conditions contained in this Agreement for one (1 ) additional two (2 ) year(s) periods. The County shall give the Contractor written notice of the County's intention to renew the Agreement term prior to the end of the Agreement term then in effect. The County Manager, or his designee, may, at his discretion, extend the Agreement under all of the terms and conditions contained in this Agreement for up to one hundred and eighty (180) days. The County Manager, or his designee, shall give the Contractor written notice of the County's intention to extend the Agreement term prior to the end of the Agreement term then in effect. 2. COMMENCEMENT OF SERVICES. The Contractor shall commence the work upon issuance of a ❑■ Purchase Order ❑ Notice to Proceed ❑ Work Order. 1 STATEMENT OF WORK. The Contractor shall provide services in accordance with the terms and conditions of ❑W Request for Proposal (RFP) ❑ Invitation to ❑ c?�- ��} # 18-7352 including all Attachment(s), Exhibit(s) and Addenda and the Contractor's proposal referred to herein and made an integral part of this Agreement. ❑■ The Contractor shall also provide services in accordance with Exhibit A - Scope of Services attached hereto. Page I of 15 Fixed Price Professional Service Agreement #2017-001 (Ver.2) Agenda Item #5 Page 3 of 19 3.1 This Agreement contains the entire understanding between the parties and any modifications to this Agreement shall be mutually agreed upon in writing by the Parties, in compliance with the County's Procurement Ordinance, as amended, and Procurement Procedures in effect at the time such services are authorized. 3.2 The execution of this Agreement shall not be a commitment to the Contractor to order any minimum or maximum amount. The County shall order items/services as required but makes no guarantee as to the quantity, number, type or distribution of itemsiservices that will be ordered or required by this Agreement. 4. THE AGREEMENT SUM. The County shall pay the Contractor for the performance of this Agreement based on Exhibit B- Fee Schedule, attached hereto and the price methodology as defined in Section 4.1. Payment will be made upon receipt of a proper invoice and upon approval by the County's Contract Administrative Agent/Project Manager, and in compliance with Chapter 218, Fla. Stats., otherwise known as the "Local Government Prompt Payment Act". 4.1 Price Methodology (as selected below): ❑W Lump Sum (Fixed Price): A firm fixed total price offering for a project; the risks are transferred from the County to the contractor; and, as a business practice there are no hourly or material invoices presented, rather, the contractor must perform to the satisfaction of the County's project manager before payment for the fixed price contract is authorized. 0 Time and Materials: The County agrees to pay the contractor for the amount of labor time spent by the contractor's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's markup). This methodology is generally used in projects in which it Is not possible to accurately estimate the size of the project, or when it is expected that the project requirements would mast likely change, As a general business practice, these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records), material or equipment invoices, and other reimbursable documentation for the project. 4-Pricw_.- The County agrees to pay a firm total fixe- priG-e nclucluo-ni-au g{. - . - - d9liyeF9d�installation price per ton delivery p4c9 nor packa9e--or caFtoA, etc Page 2 of 15 fixed Price Professional Service Agreement 42017-001 (Ver.2) Agenda Item #5 Page 4 of 19 4.2 Any County agency may obtain services under this Agreement, provided sufficient funds are included in their budget(s). 4.3 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of the Agreement. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "lathes" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. 4.4 ❑l■ Travel and Reimbursable Expenses: Travel and Reimbursable Expenses must be approved in advance in writing by the County. Travel expenses shall be reimbursed as per Section 112.061 Fla. Stats. Reimbursements shall be at the following rates: Mileage $0.44.5 per mile Breakfast $6.00 Lunch $11.00 Dinner $19.00 Airfare Actual ticket cost limited to tourist or coach class fare Rental car Actual rental cost limited to compact or standard -size vehicles Lodging Actual cost of lodging at single occupancy rate with a cap of no more than $150.00 per night Parkinq Actual cost of parking Taxi or Airport Limousine Actual cost of either taxi or airport limousine Reimbursable items other than travel expenses shall be limited to the following: telephone long-distance charges, fax charges, photocopying charges and postage. Reimbursable items will be paid only after Contractor has provided all receipts. Contractor shall be responsible for all other costs and expenses associated with activities and solicitations undertaken pursuant to this Agreement. 5. SALES TAX. Contractor shaft pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. Collier County, Florida as a political subdivision of the State of Florida, is exempt from the payment of Florida sales tax to its vendors under Chapter 212, Florida Statutes, Certificate of Exemption # 85-8015966531C. Page 3 of 15 Fixed Price Professional Service A greement #2 017 -001 (Ver.2) Agenda Item #5 Page 5 of 19 M 7 1.1 NOTICES. All notices from the County to the Contractor shall be deemed duly served if mailed or emailed to the Contractor at the following: Company Name: Dorrill Management Group, Inc. Address: 5672 Strand Court, Suite 1 Naples, Florida 34110 Authorized Agent: Neil Dorrill, President Attention Name & Title: Neil Dorrill, President Telephone: 239-592-9115 E-Mail(s): neil@dmgfl.com All Notices from the Contractor to the County shall be deemed duly served if mailed or emailed to the County to: Board of County Commissioners for Collier County, Florida Division Director: Sean Callahan Division Name: Executive Director of Corporate Business Operations Address: 3299 Tamiami Trail E, Building F, Suite 202 Naples Florida 34113 Administrative Agent/PM: Sean Callahan Telephone: E-Mail(s): 239-252-8383 Sean Callahan@colliercountyfl.gov The Contractor and the County may change the above mailing address at any time upon giving the other party written notification. All notices under this Agreement must be in writing. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. The County will not be obligated to pay for any permits obtained by Subcontractors. Payment for all such permits issued by the County shall be processed internally by the County. All non -County permits necessary for the prosecution of the Work shall be procured and paid for by the Contractor. The Contractor shall also be solely responsible for payment of any and all taxes levied on the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Contractor agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Contractor. Page 4of15 Fixed Price Professional Service Agreement #2017-*D1 (Ver.Z) Agenda Item #5 Page 6 of 19 9. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to use in any manner whatsoever, County facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Contractor or if the County or its authorized representative shall deem any conduct on the part of the Contractor to be objectionable or improper, the County shall have the right to suspend the Agreement of the Contractor. Should the Contractor fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty-four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Contractor further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 10. TERMINATION. Should the Contractor be found to have failed to perform his services in a manner satisfactory to the County as per this Agreement, the County may terminate said Agreement for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice, The County shall be the sole judge of non-performance. In the event that the County terminates this Agreement, Contractor's recovery against the County shall be limited to that portion of the Agreement Amount earned through the date of termination. The Contractor shall not be entitled to any other or further recovery against the County, including, but not limited to, any damages or any anticipated profit on portions of the services not performed. 11. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 12. INSURANCE. The Contractor shall provide insurance as follows: A. ❑1 Commercial General Liability: Coverage shall have minimum limits of $ 1,000,000 Per Occurrence, $2,000,000 aggregate for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. B. []■ Business Auto Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability, This shall include: Owned Vehicles, Hired and Non - Owned Vehicles and Employee Non -Ownership. C. 0 _Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. Page 5 of 15 Fixed Price Professional Service Agreement42017-001 (Ver.2) Agenda Item #5 Page 7 of 19 The coverage must include Employers' Liability with a minimum limit of $ 1,000,000 for each accident. D. ❑MI Professional Liability: Shall be maintained by the Contractor to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. Contractor waives its right of recovery against County as to any claims under this insurance. Such insurance shall have limits of not less than $1,000,000 each claim and aggregate. - ■ - - - - -- ■ - ■■ ■ ■ - ■ ■ - • ■ • - • ■ - • ■■ • R ■ •IMIZI- 91-11111 Special Requirements: Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Agreement. The Contractor shall provide County with certificates of insurance meeting the required insurance provisions. Renewal certificates shall be sent to the County thirty (30) days prior to any expiration date. Coverage afforded under the policies will not be canceled or allowed to expire until the greater of: thirty (30) days prior written notice, or in accordance with policy provisions. Contractor shall also notify County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or limits received by Contractor from its insurer, and nothing contained herein shall relieve Contractor of this requirement to provide notice. Page 5 of 15 fixed Prtce Professional Service Agreement #2017-001 (Ver-2) Agenda Item #5 Page 8 of 19 Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 13. INDEMNIFICATION. To the maximum extent permitted by Florida law, the Contractor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed 'breach of this Agreement by Contractor, any statutory or regulatory violations, or from personal injury, property damage, direct or consequential damages, or economic loss, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This section does not pertain to any incident arising from the sole negligence of Collier County. 13.1 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, County and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the County or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 14. AGREEMENT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Corporate Business Operations 15. CONFLICT OF INTEREST. Contractor represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. Contractor further represents that no persons having any such interest shall be employed to perform those services. 16. COMPONENT PARTS OF THIS AGREEMENT. This Agreement consists of the following component parts, all of which are as fully a part of the Agreement as if herein set out verbatim:. Contractor's Proposal, Insurance Certificates), ❑- Exhibit A Scope of Services, Exhibit B Fee Schedule, ❑E RFP/ ❑ Imo❑ Other # 18-7352 , including Exhibits, Attachments and Addenda/Addendum, ❑ subsequepA qwot8� apd ❑Otha Fxhihit1Att;arhmonV Page 7 of 15 Fixed Price Professional Service Agreement 92017-001 (Ver.2) Agenda Item #5 Page 9 of 19 17. APPLICABILITY. Sections corresponding to any checked box (N) will expressly apply to the terms of this Agreement. 18. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this Agreement is subject to appropriation by the Board of County Commissioners. 19. PROHIBITION OF GIFTS TO COUNTY EMPLOYEES. No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05, as amended, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any Agreement held by the individual and/or firm for cause. 20. COMPLIANCE WITH LAWS. By executing and entering into this Agreement, the Contractor is formally acknowledging without exception or stipulation that it agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to this Agreement, including but not limited to those dealing with the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended; taxation, workers' compensation, equal employment and safety including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes, and the Florida Public Records Law Chapter 119, including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8383 The Contractor must specifically comply with the Florida Public Records Law to: Keep and maintain public records required by the public agency to perform the service. Page 8 of 15 Fixed Price Professional Service Agfeement 42017-001 (Ver.2) Agenda Item #5 Page 10 of 19 2, Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate this Agreement immediately. 21. OFFER EXTENDED TO OTHER GOVERNMENTAL ENTITIES. Collier County encourages and agrees to the successful Contractor extending the pricing, terms and conditions of this solicitation or resultant Agreement to other governmental entities at the discretion of the successful Contractor. 22. AGREEMENT TERMS. If any portion of this Agreement is held to be void, invalid, or otherwise unenforceable, in whole or in part, the remaining portion of this Agreement shall remain in effect. 23. ADDITIONAL ITEMSISERVICES. Additional items and/or services may be added to this Agreement in compliance with the Procurement Ordinance, as amended, and Procurement Procedures. 24. DISPUTE RESOLUTION. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of Contractor with full decision -making authority and by County's staff person who would make the presentation of any settlement reached during negotiations to County for approval. Failing resolution, and prior to the Page 9 of 15 Fixed Price Professional Service Agreement #2017-DOI [Ver.2] Agenda Item #5 Page 11 of 19 commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed -upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of Contractor with full decision -making authority and by County's staff person who would make the presentation of any settlement reached at mediation to County's board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla. Stat. 25. VENUE. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. pp• - ■ • • R - ■ •• • - • - - • • ■ •• L ■ ■ - ■ - ■• - • • - ■ ■ ■ r • ■ • - ■ • ■ . 4 . ■ • ■ - • ■ a - • ■ • •• • • ■ •R - - - - Oft - AGREEMENT STAFFING. The Contractor's personnel and management to be utilized for this Agreement shall be knowledgeable in their areas of expertise. The County reserves the right to perform investigations as may be deemed necessary to ensure that competent persons will be utilized in the performance of the Agreement. The Contractor shall assign as many people as necessary to complete required services on a timely basis, and each person assigned shall be available for an amount of time adequate to meet required services. 27. ❑■ ORDER OF PRECEDENCE. In the event of any conflict between or among the terms of any of the Contract Documents, the terms of solicitation the Contractor's Proposal, and/or the County's Board approved Executive Summary, the Contract Documents shall take precedence. Page 10 of 15 Fixed Price Professional Service Agreement #2017-001 [Ver.2] Agenda Item #5 Page 12 of 19 imposing the more strict or costly obligation under the Contract Documents upon the Contractor at County's discretion. 28. ASSIGNMENT. Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of the County. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward the County. 29. SECURITY. The Contractor is required to comply with County Ordinance 2004-52, as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL-FMOPS@colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500 per incident. (Intentionally left blank -signature page to follow) Page 11 of 15 Fixed Price Professional Service Agreement #2017-001 (Ver.2) Agenda Item #5 Page 13 of 19 IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent, have executed this Agreement on the date and year first written above. ATTEST: Crystal Kinzel, Clerk & Comptroller A Dated: (SEAL) Contractor's Witnesses: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: ANDY SOLIS _❑orrill Management Group, Inc. Contractor . Chairman By: Contractor's First Witness Signature TTypelprint signature and titleT TTypelprint witness nameT Contractor's Second Witness TTypelprint witness nameT Approved as to Form and Legality: County Attorney Print Name Page 12 of 15 fixed Price Pro ressional Service Agreement #2017-001 (Ver.2) Agenda Item #5 Page 14 of 19 Exhibit A Scope of Services ❑■ following this page (pages 1 through 2 ) ❑ this exhibit is not applicable Page 13 of 15 Fixed Price Professional Service Agreement #2017-001 (Ver.2) Agenda Item #5 Page 15 of 19 Exhibit A Scope of Services Management Services for Pelican Bay Services Division This Scope of Services addresses the duties and responsibilities of the Administrator of the Pelican Bay Services Division, hereinafter called the "Administrator". The Administrator's duties and responsibilities include the following: 1. It will be the Administrator's main responsibility to implement the policies of the PBSD, as directed by the Pelican Bay Services Division Board. 2, The Administrator shall prepare the necessary organizational structure and interview and recommend personnel to be hired and employed by the County for the PBSD. The Administrator shall supervise the personnel employed by the PBSD in accordance with all Federal, State and County laws, ruies and regulations where applicable. The Administrator shall request approval of the PBSD Board for any significant changes in size or makeup of the organization. Currently, the Administrator has the following people reporting: one (1) Operations Manager; one (1) Project Manager; one (1) Operations Analyst, one (1) Administrative Assistant and nineteen (19) field employees plus temporary labor. 3. The Administrator will ensure compliance with all Collier County Practices and Procedures of the County Manager Agency (CMAs), including but not limited to, management of necessary oversight and consistency in the review and approval of PBSD payroll and financial expenditures in support of day-to-day operations. The County will make the latest CMA available to the Administrator. 4. It will be the Administrator's yob to coordinate activities of the PBSD as assigned in an effective, efficient and professional manner. The job requires an individual who has an ability to conceive, obtain approval for and implement programs or projects desired by the Pelican Bay Community as identified by the PBSD Board. 5. The Administrator shall be expected and prepared to make recommendations, on a reguiar basis, for programs to improve the Pelican Bay community. 5. The Administrator may be asked by the PBSD Board to participate in certain meetings, discussions, project site visits, workshops and hearings, which pertain to the administration of the services being provided and report results to the Board. ?. The Administrator shall work with the Chairperson of the PBSD Board in the preparation of the Board's Agenda for the monthly Board Meeting and will participate in this monthly meeting. The Administrator will provide background information to support the agenda of the meetings according to PBSD protocols. 8. The Administrator shall work with Committee Chairs in the preparation of agendas and participate in all committees established by the PBSD Board. 9. The Administrator shall prepare and administer the PBSD budget in accordance with all state and county laws and regulations. The Administrator shall assist and cooperate with the Budget Committee in the preparation of the PBSD's Annual Budget in accordance with County rules and regulations where applicable. Page 1 of 2 Agenda Item #5 Page 16 of 19 10. The Administrator will have an understanding of Florida County government operations, good management principles and skills, as well as some knowledge in personnel relations, public relations, accounting and computer software operations. 11. The Administrator's performance may be critiqued by any PBSD Board Member at a regular monthly Board Meeting in regards to performance and responsibilities. Board members may also meet privately with the Administrator to discuss the Administrator's performance. 12. The Administrator shall be responsible for ensuring completion of an annual performance evaluation process for PBSD employees in accordance with CMA 5319 and the Talent Development Plan Review. This process shall ensure that PBSD employees are up to date with any and all prescribed training for each of the positions in the Administrator's reporting chain. 13. The Administrator will respond to any requests for information or data from the County Manager's Office. 14. The Administrator shall devote such time as necessary to complete the duties and responsibilities assigned according to the scope of work of this Contract. The PBSD currently provides on -site space for the Administrator in Pelican Bay but is not contractually required to do so. 15. The Administrator shall report in detail on a monthly basis the time spent during that period in the performance of these duties to the PBSD Board and on any financial invoices provided for payment from Collier County. 16. At the Board's direction, the Administrator will: • Provide regular updates / reports on projects, community events, etc. • Respond to PBSD Board member inquiries in a timely manner as established in the PBSD protocols. 17. The Administrator may be called to provide additional services at the discretion of the PBSD Board and County Manager, or designee, which will require the engagement of additional personnel such as a: Principal Account Manager, Account Manager, Accountant, Secretary/Clerical, and Project Manager. These additional services will be billed at a pre -established hourly rate. Page 2 of 2 Agenda Item #5 Page 17 of 19 Exhibit B Fee Schedule following this page (pages 1 through _L_j Page 14 of 15 Fixed Price Professional Service Agreement #2017-401 (Ver.2) Agenda Item #5 Page 18 of 19 FEE SCHEDULE Contract sum payable at the rate of Seven Thousand Nine Hundred Ninety -Nine and 0011 00 ($7,999.00) per month, to include an annual cost -of -living adjustment on each anniversary date. It is anticipated that the Contractor will spend a minimum of 45 hours/per month as part of the above. Reimbursables: In accordance with Section 4.4 of the Agreement. There will be no markup associated with: photo copying, overnight delivery, long distance. Additional Services: Rate Category Hourly Rate Analyst Services $ 9 0.0 0 Project/ Field Mgt $75.00 Administrator $1 77.00 Agenda Item #5 Page 19 of 19 Other Exhibit/Attachment Description: ❑ following this page (pages through ) ❑1I this exhibit is not applicable Page 15 of 15 Fixed Price Professional Service Agreement 02017-001 (Ver.2) Agenda item #6 Page 1 of 1 SheaBarbara Subject: FW: Clarn Pass minor permit modification From: Mohamed Dabees <md@humistonandmoore.com> Sent: Wednesday, August 22, 2018 12:34 PM To: JacobLisa<Lisa.Jacob@colliercountyfl.gov> Subject: Clam Pass minor permit modification Lisa, The attached are the proposed permit modification plans for Clam Pass maintenance dredging. The proposed modification includes increasing the beach fill width near the public access area at Clam Pass Park Beach and updating staging areas during construction based on recent projects. Mohamed Mohamed Dabees, PhD. PE. Htuniston & Moore Engineers 239-594-2021 http:/Zwww.humistonandmoore.comL Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 1 Agenda item #6-1 raae i of i i CLAM PASS MAINTENANCE PROJECT COLLIER COUNTY, FLORIDA PERMIT PLANS NOTES: 1. AERIAL PHOTOGRAPH TAKEN JANUARY 2014 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISER. 2. COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983, EAST ZONE (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4. THESE DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED. 5. AUTHORIZED BY DEP PERMIT NUMBER 0296087-001—JC AS MODIFIED THROUGH 0296087-006—JN AND USACE PERMIT NUMBER SAJ-1996-02789 (SP—BEM). � "I SHEET INDEX 1. COVER SHEET AND LOCATION MAP 2. SITE PLAN — BEACH ACCESS LOCATIONS 3. SITE PLAN — EXCAVATION & FILL 4. SITE PLAN — EXCAVATION DETAILS 5. CROSS SECTION — TYPICAL EXCAVATION 6. CROSS SECTIONS — EXCAVATION 7. CROSS SECTIONS — EXCAVATION 8. CROSS SECTIONS — EXCAVATION 9. CROSS SECTIONS — EXCAVATION 10. CROSS SECTIONS — EXCAVATION 11. CROSS SECTIONS — BEACH FILL 0.33' M.H.W. NAVD 1988 1.28' 1.68' 2.28' NGVD 1929 M.L.W. M.L.L.W. RELATIONSHIP BETWEEN NAVD 1988, NGVD 1929, MEAN HIGH WATER, MEAN LOW WATER, AND THE MEAN LOWER LOW WATER TIDAL DATUM (1983-2001 EPOCH). LABINS TIDE STATION "NAPLES—GULF OF MEXICO" NUMBER 872-5110 HUMIST[ )N & MUf_)HE COA51AL UA I L: U / ZU 1 tf IFILL: FLAN SiUALL: 5t LTINELPING AND PERh4j_rTjNGSiN JOB: 23-065 DATUM: NAVD88 SHEET: 1 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Agenda item #6-1 rage L OT I I W PROJECT AREA - MIXING ZONE MIXING ZONE PER DEP PERMIT #0296087-001-JC PROJECT AREA - MIXING ZONE MIXING ZONE PER DEP PERMIT #0296087-001-JC NOTES: 1. AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2014 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISER. 2. HORIZON WAY CONSTRUCTION ACCESS IS MORE LIMITED THAN THE VANDERBILT BEACH 0 500' 1,000' CONSTRUCTION ACCESS. ! L '' WAY CONSTRUCTION ACCESS - HUMISTO N CLAM PASS MAINTENANCE DREDGING & MOORE SITE PLAN - BEACH ACCESS FNGINFFItt FOR: PELICAN BAY SERVICES DIVISION r� 4 COASTAL DATE: 7 20 18 FILE: PLAN SCALE: SF I ■ LNGINELRING DESIGN AND PEP.MITTINe,, JOB: 23-065 DATUM: NAVD88 SHEET: 2 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Agenda item #6-1 Agenda item #6-1 DREDGE TEMPLATE CONTROL INFORMATI( STATION EASTING NORTHING ID FEET FEET A 387,864.9 686,400.0 B 388,229.4 686,403.3 C 388,261.0 686,413.3 D 388,449.3 686,482.0 E 388,498.3 686,489.3 F 388,536.6 686,523.6 G 388,517.0 686,571.6 H 388,500.5 686,619.9 1 388,480.6 686,768.5 J 388,496.9 686,811.4 K 388,636.4 686,926.6 L 388,686.5 686,935.5 M 388,746.0 686,911.9 N 388,779.5 686,873.5 O 388,829.1 686,786.7 P 388,785.7 686,761.8 Q 388,726.2 686,785.4 R 388,692.9 686,843.5 S 388,584.4 686,753.9 T 388,586.3 686,732.2 U 388,599.6 686,633.1 V 388,591.3 686,581.6 W 388,559.4 686,478.0 X 388,483.5 686,404.2 Y 388,442.5 686,373.3 Z 388,301.2 686,321.8 AA 388,228.9 686,353.2 BB 387,864.9 686,350.4 SURVEY STATI N BASELINE I CN + � �-Mi I ,dk— — R-41 0 CLAM PASS COUNTY PARK D P ON / C \ cam° Pi X \00 raae 4 OT I I kc�0 15 00 / 00 1� k O 0 / loob "I 8+50 8+00 50' CH NNE BO TOM -5. N VD INC UDIN 0 ERD PTH BB AA k o ,� Z k o —El k ' o � k 1 � >1 0 I I O O O O N N N N W W W + + + + + + + + + + + + + N O N Ln --A N 0 O N Cn -I O (N 0) +O +p O 0 O 0 p 0 O O Cn O to O O A O O (n j/ NOTES: 1. AERIAL PHOTOGRAPH TAKEN JANUARY 2014, PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISER. 2. COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983, EAST ZONE (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 * N D 4. SURVEY BY AGNOLI, BARBER & BRUNDAGE DATED OCTOBER 14, 2014. 0 50' 100, HUMISTON CLAM PASS CONDITION UPDATE &MO ORE SITE PLAN — EXCAVATION DETAILS 5679 STRAND COURT NGjWEjtt FOR: PELICAN BAY SERVICES DIVISION APLES, FL 34110 EF FAX: (239) 594-2025 I C4ASrAt DATE: ? 20 18 FILE: PLAN SCALE: SHOWN PHONE: (239) 594-2021 CN a APCRM 1771NG JOB: 23-065 DATUM: NAVD88 SHEET: 4 www•humistonandmoore.com Agenda item #6-1 F, 11 NORTH BANK MHW +0.33 NAVD (1.61 NGVD) MLW —1.68 NAVD (-0.4 NGVD) TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+64.5) (10/2014 DATA SHOWN AT STATION 2+00 FOR REFERENCE) THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE THE DESIGN TEMPLATE IN SECTION A. DREDGE SECTIONS WILL BE PREPARED BASED ON PRE -CONSTRUCTION SURVEYS FOR MAINTENANCE DREDGING EVENT. SIDE SLOPES VARY GRADE TO EXISTING BEACH (REFER TO STATION PROFILES) GRADE TO ACHIEVE I~ 50' DESIGN CUT FM OVER DEPTH CUT GRADING CUT GRADING FILL NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILE BASED ON SURVEY CONDUCTED BY AGNOLI, BARBER & BRUNDAGE COMPLETED OCTOBER 14, 2014. 4. SLOPES WILL VARY BY STATION FROM STATION 0+00 TO 3+64.5. 5. GRADE ESCARPMENTS AT LANDWARD EDGE OF FILL TO MINIMUM SLOPE 1:4 OR FLATTER EXISTING BEACH PROFILE (VARIES) SOUTH BANK DESIGN TEMPLATE GRADE TO ACHIEVE (TYPICAL) —5.0' NAVD DESIGN CUT —5.5' NAVD 0.5' OVER DEPTH ALLOWANCE j L HUMISTON M[101tE ENGINEERS COASTAL ENGM.EWNGOES,GN AND PERMITTING CLAM PASS MAINTENANCE PROJECT TYPICAL EXCAVATION CROSS SECTION 5679 STRAND COURT FAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com FOR: PELICAN BAY SERVICES DIVISION DATE: 7 20 18 FILE: PLAN SCALE: SHOWN JOB: 23065 DATUM: NAVD88 SHEET: 5 Agenda item #6-1 F'age b OT I I STA 0+00 6 c 4 z 2 MHW (+0.33') - - - - - - - - - - - w0 MLW (-1.68') -2 z 0-4- - DESIGN CUT (-5.0' NAVD) - J_6 OVER DEPTH (-5.5' NAVD) - W -8 ® DESIGN CUT ® OVER DEPTH CUT -10 NORTH -12 -400 -350 -300 -250 -200 -150 - DISTANCE FROM BASELINE (FEET) 8 STA 0+25 6 c 4 z 2 MHW (+0.33') I_ 0 - - - - - - - - - - - Lu MLW (-1.68') -2 z -4 Q DESIGN CUT (-5.0' NAVD) - > _6 OVER DEPTH (-5.5' NAVD) - w -8 ® DESIGN CUT ® OVER DEPTH CUT -10 NORTH -12 -400 -350 -300 -250 -200 -150 - DISTANCE FROM BASELINE (FEET) 8 STA 0+50 6 0 a z 2 MHW (+0.33') MLW (-1.68') z 0-4- ~ ® DESIGN CUT DESIGN CUT (-5.1 NAM - -6 w ® OVER DEPTH CUT OVER DEPTH (-5.5' NAVD) - -8 0 DESIGN CUT 0 OVER DEPTH CUT -10 NORTH -12 -400 -350 -300 -250 -200 -150 - DISTANCE FROM BASELINE (FEET) STA 0+75 STA 1+50 6 6 c c 4 z 2 z 2 MHW (+0.33') �'' ................ ................ ......... :::::M (+0.33') .................... ................... . . W (-1.68') W::.:::::::.:::::: MLW (-1.68') _ - z 2-4- GRADE TO ACHIEVE z 2-4- GRADE TO ACHIEVE Q ® DESIGN CUT DESIGN CUT (-5.0' NAVD) Q ® DESIGN CUT DESIGN CUT (-5.0' NAVD) -6 W ® OVER DEPTH CUT OVER DEPTH (-S.5' NAVD) - W -6 W ® OVER DEPTH CUT OVER DEPTH (-5.5' NAVD) - -8 0 GRADING CUT -8 0 GRADING CUT 0 GRADING FILL 0 GRADING FILL -10 -10 SOUTH NORTH SOUTH NORTH SOUTH -12 -12 -50 0 50 -400 -350 -300 -250 -200 -150 -100 -50 0 50 -400 -350 -300 -250 -200 -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASELINE (FEET) 8 8 STA 1+00 STA 1+75 6 6 c c 4 2 2 ........... .......................... ................ z `-' W (+0.33') ... ............................ z �'' MHW (+0.33') ................................ ------ - - - - - --- -..-..-..-..-.. .................. ........................ --------- -- ---..-..-..-.. ........................ - W MLW - ...................... w MLW (-1.68') ................ -2 - - - ``-2 - - - z O -4 GRADE TO ACHIEVE z O -4 GRADE TO ACHIEVE Q ® DESIGN CUT DESIGN CUT (-5.0' NAVD) - Q ® DESIGN CUT DESIGN CUT (-5.0' NAVD) - _6 W ® OVER DEPTH CUT OVER DEPTH (-5.5' NAVD) > w _6 W ® OVER DEPTH CUT OVER DEPTH (-5.5' NAVD) - -8 0 GRADING CUT -8 0 GRADING CUT 0 GRADING FILL 0 GRADING FILL -10 _10 SOUTH NORTH SOUTH NORTH SOUTH - 1 21 1 1 1-12 -OU U DU -9UU 8 -OOU -ODU -IOU -LUU -IOU -IUU -OU U OU DISTANCE FROM BASELINE (FEET) STA 1+25 -4VV 8 -OOU -ODU -LOU -LUU -IOU -IUU -DU V OU DISTANCE FROM BASELINE (FEET) STA 2+00 6 6 4 4 c c z 2 z 2 �.' MHW (+ 3') ........................... MHW (+0.33') ................. W MLW (-1.68') :r.....: rr ............ r...... w MLW (-1.68') ............. w-2 - - - ``-2 - - - z z 2-4- GRADE TO ACHIEVE 2-4- GRADE TO ACHIEVE Q DESIGN CUT (-5.0' NAVD) ® DESIGN CUT Q DESIGN CUT (-5.0' NAVD) ® DESIGN CUT _6 OVER DEPTH (-5.5' NAVD) > w _6 OVER DEPTH (-5.5' NAVD) - W ® OVER DEPTH CUT W ® OVER DEPTH CUT -8 0 GRADING CUT -8 0 GRADING CUT 0 GRADING FILL 0 GRADING FILL -10 -10 SOUTH NORTH SOUTH NORTH SOUTH -12 -12 -50 0 50 -400 -350 -300 -250 -200 -150 -100 -50 0 50 -400 -350 -300 -250 -200 -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASELINE (FEET) NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILES BASED ON SURVEYS CONDUCTED BY AGNOLI, BARBER & BRUNDAGE, COMPLETED OCTOBER 14, 2014. HUMISTON CLAM PASS - MAINTENANCE PROJECT & MOORE INLET CROSS SECTIONS ENGINEERS FOR: PELICAN BAY SEVICES DIVISION j COASTAL DATE: 7 20 18 FILE: PLAN SCALE: 5 ENGL IPERMPMNG �`" ANDJOB: 23-065 DATUM: NAVD88 SHEET: 6 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Agenda item #6-1 rage I or I I c z E z 0 H W c z z E z 0 W a STA 2+25 6 4 2 MHW (+0.33') 0 - - - - - - -- . MLW (-1.68') .... ...:. -2 - - - -4 GRADE TO ACHIEVE ® DESIGN CUT DESIGN CUT (-5.0' NAVD) _6 OVER DEPTH (-5.5' NAVD) ® OVER DEPTH CUT -8 0 GRADING CUT 0 GRADING FILL 10 NORTH SOUTH 12 -400 -350 -300 -250 -200 -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) 0 6 STA 2+50 4 2 MHW (+0.33') 0 - - - - - - - - MLW (-1.68') -2 - - - _4 - GRADE TO ACHIEVE _6 ® DESIGN CUT ® OVER DEPTH CUT DESIGN CUT (-5.0' NAVD) OVER DEPTH (-5.5' NAVD) -8 0 GRADING CUT 10 0 GRADING FILL NORTH 12 -400 -350 -300 -250 -200 -150 - DISTANCE FROM BASELINE (FEET) SOUTH 50 c z z w z 0 W a STA 3+00 6 4 2 MHW (+0.33') 0 - - - - - - - - - - - - - - - - - - MLw (-1.68') -2 - - - -4 GRADE TO ACHIEVE ® DESIGN CUT DESIGN CUT (-5.0' HAVD) _6 OVER DEPTH (-5.5' NAVD) ® OVER DEPTH CUT -$ 0 GRADING CUT 0 GRADING FILL 10 NORTH SOUTH 12 -400 -350 -300 -250 -200 -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) STA 3+30 MHW (+0.33') 0 - - - - - - - - - - - - - - - - - - - MLw (-1.68') -2 - - - -4 GRADE TO ACHIEVE DESIGN CUT (-s.o' HAVD) _6 OVER DEPTH (-5.5' NAVD) ® DESIGN CUT -$ ® OVER DEPTH CUT 10 0 GRADING CUT NORTH SOUTH 12 -400 -350 -300 -250 -200 -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) a a STA 2+75 6 6 4 4 c c z 2 z 2 MHW (+0.33') `'' MHW (+0.33') Li 0 - - - - - - - ---- r 0 - - - - - - W MLW (-1.68') w MLw (-1.68') L` -2 - W -2 - z z 0 -4 GRADE TO ACHIEVE 2-4- Q ® DESIGN CUT DESIGN CUT (-5.0' NAVD) DESIGN ; -6 OVER DEPTH (-5.5' NAVD) W -6 W ® OVER DEPTH CUT W -8 0 GRADING CUT -$ ® DESIGN CUT 0 GRADING FILL ® OVER DEPTH CUT -10 -10 NORTH SOUTH NORTH -12 -12 -ADO -350 -300 -250 -200 -150 -100 -50 0 50 -ADO -350 -300 DISTANCE FROM BASELINE (FEET) NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILES BASED ON SURVEYS CONDUCTED BY AGNOLI, BARBER & BRUNDAGE, COMPLETED OCTOBER 14, 2014. STA 3+64.5 DESIGN CUT (-5.0' HAVD) OVER DEPTH (-5.5' NAVD) SOUTH -150 -100 -50 0 50 DISTANCE FROM BASELINE (FEET) c z z w z 0 W a 6 STA 4+10 4 2 MHW (+0.33') - - - - - - - - - - - - - - - - 0 MLW (-1.68') -2 -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' HAVD) -6 -$ ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 so 100 150 20C DISTANCE FROM BASELINE (FEET) a 6 STA 4+60 4 2 MHW (+0.33') 0 MLW (-1.68') - -2 -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -=tMQ -6 -$ ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 20C DISTANCE FROM BASELINE (FEET) a 6 STA 5+10 4 2 MHW (+0.33') 0 MLW (-1.68') _ -2 -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -$ ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 '100 150 20C DISTANCE FROM BASELINE (FEET) HUMISTON CLAM PASS MAINTENANCE PROJECT & MOORE INLET CROSS SECTIONS ENGINEERS FOR: PELICAN BAY SEVICES DIVISION j COASTAL DATE: 7 20 18 FILE: PLAN SCALE: IENGL IPERTFTING �`" ANDAAJOB: 23-065 DATUM: NAVD88 SHEET: 7 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Agenda item #6-1 rage u or I I STA 5+60 MHW (+0.33') 0 MLW (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' HAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 201 DISTANCE FROM BASELINE (FEET) 8 6 STA 6+10 4 2 MHW (+0.33') 0 - - - - - - - - - - MLW (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT -10 12 ® OVER DEPTH CUT NORTH SOUTH -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) STA 6+60 MHW (+0.33') 0 MLW (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) =A�a OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 201 DISTANCE FROM BASELINE (FEET) NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILES BASED ON SURVEYS CONDUCTED BY AGNOLI, BARBER & BRUNDAGE, COMPLETED OCTOBER 14, 2014. STA 7+10 MHW (+0.33') - - - - - - - 1- - - - - - - - - - - D MLW (-1.68') -2 - - - _4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT WEST EAST 12 -200 -150 -100 -50 0 50 160 150 DISTANCE FROM BASELINE (FEET) STA 7+50 MHW (+0.33') 0 - - - - - MLw (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' HAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT WEST EAST 12 -200 -150 -100 -50 0 50 100 150 DISTANCE FROM BASELINE (FEET) STA 8+00 MHW (+0.33') D MLw (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT WEST EAST 12 -200 -150 -100 -50 0 50 100 150 STA 8+50 MHW (+0.33') D MLW (-1.68') -2 - - - -4 DESIGN CUT (-4.0' HAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 m OVER DEPTH CUT WEST EAST 12 -200 -150 -100 -50 0 50 100 150 DISTANCE FROM BASELINE (FEET) STA 9+00 MHW (+0.33') D MLW (-1.68') -2 - - - -4 DESIGN CUT (-&0' HAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 m OVER DEPTH CUT WEST EAST 12 -200 -150 -100 -50 0 50 100 150 DISTANCE FROM BASELINE (FEET) STA 9+50 MHW (+0.33') D MLW (-1.68') -2 - - - -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 m OVER DEPTH CUT WEST 12 -200 -150 -100 -50 0 50 100 1. EAST DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASELINE (FEET) HUMISTON CLAM PASS MAINTENANCE PROJECT M[1i)1tE INLET CROSS SECTIONS 5679 STRAND COURT ENGINEERS FOR: PELICAN BAY SERVICES DIVISION FAPLES, FL 34110 FAX: (239) 594-2025 j COASTAL DATE: 7 20 18 FILE: PLAN SCALE: SHOWN PHONE: (239) 594-2021 L ENGM.EWNGOES,GN www.humistonandmoore.com Min PERMITTING JOB: 23-065 DATUM: NAVD88 SHEET: 8 Agenda item #6-1 rage y or I I 6 STA 10+00 c 4 i 2 `-' MHW (+0.33') L 0 w MLW (-1.68') W -2 Z O -4 DESIGN CUT (-4.0' HAVD) Q=\:L OVER DEPTH (-4.5' NAVD) J -6 VOLUME IN THIS PORTION OVERLAPS W OTHER CROSS SECTIONS -S ® DESIGN CUT -10 ® OVER DEPTH CUT WEST EAST -12 -200 -150 -100 -50 0 50 100 150 DISTANCE FROM BASELINE (FEET) a 6 STA 10+19 4 2 MHW (+0.33') 0 MLW (-1.68') -2 _4 DESIGN CUT (-4.0' HAVD) OVER DEPTH (-4.5' NAVD) -6 VOLUME IN THIS PORTION OVERLAPS OTHER CROSS SECTIONS -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) 0 6 STA 10+50 4 2 MHW (+0.33') 0 - - - - - - - - - - MLW (-1.68') _4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 260 DISTANCE FROM BASELINE (FEET) NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILES BASED ON SURVEYS CONDUCTED BY AGNOLI, BARBER & BRUNDAGE, COMPLETED OCTOBER 14, 2014. a 6 STA 11+00 4 2 MHW (+0.33') 0 MLW (-1.68') -2 _4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -s -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) a 6 STA 11+50 4 2 MHW (+0.33') 0 MLW (-1.68') -2 _4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -s -8 ® DESIGN CUT 10 ® OVER DEPTH CUT NORTH SOUTH 12- -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) 0 6 STA 12+00 4 2 MHW (+0.33') D MLW (-1.68') -2 _4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -s -8 DESIGN CUT 10 OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 260 a STA 13+00 6 4 2 MHW (+0.33') 0 - - - - - - - - - - - - - - - - - MLW (-1.68') -2 -4 -8 NO DREDGING AT THIS STATION. SHOWN FOR -8 DESIGN CUT REFERENCE ONLY. OVER DEPTH CUT 10 NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) a STA 13+50 6 4 2 MHW (+0.33') 0 MLW (-1.68') -2 -4 -8 NO DREDGING AT THIS STATION. SHOWN FOR -8 DESIGN CUT REFERENCE ONLY. 10 OVER DEPTH CUT NORTH 12 -200 -150 -10 DISTANCE FROM BASELINE (FEET) SOUTH 100 150 200 a STA 14+00 6 4 2 MHW (+0.33') 0 MLW (-1.68') -2 -4 -6 NO DREDGING AT THIS -8 DESIGN CUT STATION. SHOWN FOR REFERENCE ONLY. OVER DEPTH CUT 10 NORTH SOUTH 12 -200 -150 -100 -50 0 50 100 150 260 DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASELINE (FEET) HUMISTON CLAM PASS MAINTENANCE PROJECT M[1i)1tE INLET CROSS SECTIONS 5679 STRAND COURT ENGINEERS FOR: PELICAN BAY SERVICES DIVISION FA FL 34110 FAX: : (239) 594-2025 j COASTAL DATE: 7 20 18 FILE: PLAN SCALE: SHOWN PHONE: (239) 594-2021 L ENGINEEAINGOES�GN www.humistonandmoore.com ,ANO PERMiFTING JOB: 23-065 DATUM: NAVD88 SHEET: 9 Agenda item #6-1 rage i u or i j a 6 STA 14+50 4 2 MHW (+0.33') 0 - - - - - - - - - - - MLW (-1.68') _ -2 -4 NO DREDGING AT THIS -6 STATION. SHOWN FOR REFERENCE ONLY. -8 DESIGN CUT 10 OVER DEPTH CUT NORTH SOUTH 12 -200 -150 -100 -so 0 50 Ion ISO 20C DISTANCE FROM BASELINE (FEET) a 6 STA 15+00 4 2 MHW (+0.33') MLW (-1.68') -2 -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 DESIGN CUT 10 OVER DEPTH CUT EAST WEST 12 -2nn -Isn -Inn -sn n sn An 1sn 2nr DISTANCE FROM BASELINE (FEET) a 6 STA 15+50 4 2 MHW (+0.33') 0 - - - - - - MLW (-1.68') -2 - -4 DESIGN CUT (-4.0NAVD) OVER DEPTH (-4.5' NAVD) -6 VOLUME IN THIS PORTION OVERLAPS OTHER CROSS SECTIONS -8 ® DESIGN CUT 10 m OVER DEPTH CUT EAST WEST 12 -200 -150 -100 -50 0 50 100 150 20C DISTANCE FROM BASELINE (FEET) NOTES: 1. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. DISTANCES SHOWN IN FEET. 3. PROFILES BASED ON SURVEYS CONDUCTED BY AGNOLI, BARBER & BRUNDAGE, COMPLETED OCTOBER 14, 2014. 6 STA 16+00 0 4 a 2 MHW (+0_33') - - - - 0 W MLW (-1.68') 4 -2 Z O DESIGN CUT (-4.0' NAVD) Q -4 OVER DEPTH (-4.5' NAVD) J -6 I.I -8 ® DESIGN CUT -10 m OVER DEPTH CUT EAST WEST -12 -200 -150 -100 -50 0 50 100 150 2( DISTANCE FROM BASELINE (FEET) a 6 STA 16+50 4 2 MHW (+0.33') 0- - - - - - - - - - - - - - - - - - - - MLW (-1.68') -2 -4 DESIGN CUT (-4.0' NAVD) OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 m OVER DEPTH CUT EAST WEST 12 -2nn -Isn -Inn -sn n sn Inn IAn 2nn DISTANCE FROM BASELINE (FEET) a 6 STA 17+00 4 2 MHW (+0.33') 0 - - - - MLW (-1.68') -2 - -4 DESIGN CUT (-4.0' NAVD) �.Jml OVER DEPTH (-4.5' NAVD) -6 -8 ® DESIGN CUT 10 m OVER DEPTH CUT 12 EAST WEST -200 -ISO -100 -50 0 50 100 ISO 200 c z E z O a w c z z E z O a w c z z E z O a w a STA 17+50 6 4 2 MHW (+0.33') 0 - - - - - - - - - - - - - - - - - - - - MLW (-1.68' -2 -4 NO DREDGING AT THIS STATION. SHOWN FOR -6 REFERENCE ONLY. -8 10 EAST 12 -200 -150 - DISTANCE FROM BASELINE (FEET) WEST 100 150 200 a 6 STA 18+00 4 2 MHW (+0.33') 0 MLW (-1.6 ' -2 - -4 NO DREDGING AT THIS -6 STATION. SHOWN FOR REFERENCE ONLY. -8 10 EAST WEST 12 -200 -150 -100 -50 0 50 100 150 260 DISTANCE FROM BASELINE (FEET) a 6 STA 18+28 4 2 MHW (+0.33') 0 - - - - MLW (-1.68') -2 - -4 NO DREDGING AT THIS -6 STATION. SHOWN FOR REFERENCE ONLY. -8 10 EAST WEST 12 -200 -150 -100 -SO 0 50 100 150 200 DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASELINE (FEET) HUMISTON CLAM PASS MAINTENANCE PROJECT M[1i)1tE INLET CROSS SECTIONS 5679 STRAND COURT ENGINEERS FOR: PELICAN BAY SERVICES DIVISION FAPLES, FL 34110 FAX: (239) 594-2025 j COASTAL DATE: 7/2 18 FILE: PLAN SCALE: SHOWN PHONE: (239) 594-2021 L ENGINfEAING0E5fiN www.humistonandmoore.com AND PERMPFTING JOB: 23-065 DATUM: NAVD88 SHEET: 10 Agenda item #6-1 rage i j or i j R-40 R-41 R-42-250' NO FILL AT THIS STATION SHOWN FOR REFERENCE ONLY 10 10 10 175' 0 155' Z5 _ z5 Z5 1V:1OH 0.33' NAVD (MHW) E` 0.33' NAVD 0.33 NAVD (MHW) - _ p " 0 0 1V:1OH J -1.68' NAVD (MLW) J-1.68MHN1)VD w -1.68 NAVD (MLW) - w w W (MLW) -5 -5 -5 0 200 0 200 0 200 -10 -10 -10 DISTANCE SEAWARD OF MONUMENT (FT.) DISTANCE SEAWARD OF MONUMENT (FT.) DISTANCE SEAWARD OF MONUMENT (FT.) R-42 R-42+500' R-43 NO FILL AT THIS STATION SHOWN FOR REFERENCE ONLY 10 10 120' 10 100' 0 0 71 6.5' NAVD o 55 6.5' NAVD Z 5 Z 5 z 5 1 V:1 OH 1 V:10H 0.33' NAVD MHW 0.33' NAVD 0 ( ) 0 (MHW) " p 0.33 NAVD -1.68' NAVD (MLW) -1.68' NAVD w 1.68H NAVD w w (MLW) w (MLW) -5 -5 -5 0 200 0 200 0 200 -10 DISTANCE SEAWARD OF MONUMENT FT. -10 DISTANCE SEAWARD OF MONUMENT (FT.) -10 DISTANCE SEAWARD OF MONUMENT (FT.) R-44 R-45 10 98, 10 45' -I 0 6.5' NAVD o a 5 a 5 Z Z 1V:1OH 0.33' NAVD _ `` 0.33' NAVD (MHW) 0 (MHW) 0 -1.68' NAVD w La (MLW) w -1.68' NAVD (MLW) -5 -5 0 200 0 200 -10 DISTANCE SEAWARD OF MONUMENT (FT.) -10 DISTANCE SEAWARD OF MONUMENT (FT.) NOTES: 1. PROFILES BASED ON SURVEYS CONDUCTED BY PARK COASTAL SURVEYING INC. COMPLETED MARCH 06, 2018. 2. COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983, EAST ZONE (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4. TOP OF BERM TO BE GRADED TO VEGETATION LINE AS DIRECTED BY ENGINEER BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION. FILL TEMPLATE INFORMATION Monument Easting Northing Azimuth ID R-40 387963.8 687793.8 270.0 R-41 388051.6 686785.6 270.0 R-42-500' 388121.2 686320.8 270.0 R-42 388209.4 685731.0 265.0 R-42+500' 388228.2 685231.4 270.0 R-43 388248.5 684692.3 270.0 R-44 388359.1 683701.5 270.0 R-45 388478.9 682660.0 270.0 CUT TEMPLATE STATIONS Station Easting Northing Azimuth -4+00 387,465.0 686,291.4 180 o -3+00 387,565.0 686,292.3 180 vi -2+00 387,665.0 686,293.2 180 -1+00 387,765.0 686,294.1 180 0+00 387,864.9 686,295.0 180 0+25 387,889.9 686,295.2 180 0+50 387,914.9 686,295.4 180 0+75 387,939.9 686,295.7 180 1+00 387,964.9 686,295.9 180 1+25 387,989.9 686,296.1 180 1+50 388,014.9 686,296.3 180 1+75 388,040.1 686,296.6 180 U N 2+00 388,064.9 686,296.8 180 2+25 388,089.9 686,297.0 180 2+50 388,114.9 686,297.2 180 2+75 388,139.9 686,297.4 180 3+00 388,164.9 686,297.7 180 3+30 388,194.9 686,297.9 180 3+64.5 388,229.4 686,298.3 180 4+10 388,279.1 686,372.1 156 4+60 388,326.2 686,389.3 156 5+10 388,373.2 686,406.5 156 5+60 388,420.3 686,423.6 156 N 6+10 388,467.4 686,440.8 156 6+60 388,512.4 686,457.2 156 7+10 388,553.6 686,486.1 145 7+50 388,548.4 686,525.4 82 8+00 388,541.8 686,574.9 82 8+50 388,535.1 686,624.5 82 9+00 388,528.5 686,674.1 82 9+50 388,521.9 686,723.6 82 10+00 388,515.3 686,773.2 82 0 10+19 388,512.8 686,792.1 140 10+50 388,536.6 686,811.8 140 `n 11+00 388,575.2 686,843.6 140 11+50 388,613.8 686,875.4 140 12+00 388,652.3 686,907.3 140 16+00 388,736.1 686,848.6 240 16+50 388,760.9 686,805.2 240 17+00 388,785.7 686,761.8 240 17+50 388,810.6 686,718.5 240 > 18+00 388,835.5 686,675.1 240 m m 18+28 388,849.1 686,650.6 66 HUMISTON CLAM PASS - MAINTENANCE PROJECT ECMOORE CROSS SECTIONS - BEACH FILL J ENGINEERS FOR: PELICAN BAY SERVICES DIVISION I COASTAL DATE: ? 20 18 FILE: XSEC SCALE: SF ENGINEERING DES GN AND PERMITTING JOB: 23-065 DATUM: NAVD88 SHEET: 11 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Agenda item #7 Page 1 of 2 PBSD Projects Update IRMA August 31, 2018 Streetlight pole repairs Solicitation #18-7434 Pelican Bay Streetlight Pole Repairs was put out for bid on 7/17/18. On 8/21/18, four (4) bids were received; however, one bid was deemed non -responsive. Three (3) bids appear responsive subject to reference check and engineers review, range from $97,894 to $143,124, and are under the total estimated cost of $253,500. Street signs replacement Solicitation #18-7445 Pelican Bay Street Sign Replacement was put out for bid on 8/1/18 and are due back on 9/14/18. The total estimated cost of the project before insurance and FEMA claims is $530,199. Solar aeration systems repairs The bid period for solicitation #18-7481 IRMA-damaged solar aeration systems repairs is imminent. The total estimated cost before insurance and FEMA claims is $53,500. Water management Bay Colony "Beach Dune Swale" Carlysle-Brighton discharge restoration The construction of three additional sump retention areas at the Carlysle and Brighton is at substantial completion. Bay Colony "Beach Dune Swale" restoration Currently, Agnoli Barber & Brundage is performing a topographic survey of the Bay Colony Beach Dune Swale in preparation of preparing engineering plans to restore the swale to its original permitted condition. North Berm pine collapse Job is at substantial completion. Contractor is expected to return to redo asphalt patch. Drainage pines evaluation Oak and Willowwood cul-de-sacs Contractor has cleaned and evaluated drainage pipes at Turkey Oak and Willowwood cul-de- sacs. The stormwater pipes adjacent to the road ROW and pathway are partially collapsed and lining repairs are expected to be completed by 8/29/18. The Pelican Bay Foundation will make arrangements to repair the asphalt path after the pipe repairs are completed. In both these areas, from the manhole to the lake, the pipes were determined to be in good working condition. Additionally, PBSD is acquiring these drainage easements and maintenance responsibility for them. Ridgewood Park Lake to Bobwhite Ln Contractor will be cleaning and video -evaluating the pipes that go from the Ridgewood Park lake, under Ridgewood Dr and through the properties adjacent to Bobwhite where partial collapses have been identified. Agenda item #7 Page 2 of 2 PBSD Projects Update Page 2 Ritz entrance August 31, 2018 Contractor evaluated the twin drainage pipes at the Ritz entrance. These pipes are partially filled with vegetation and debris; however, water is flowing through them and they are working as intended. Due to high water levels, and despite their efforts to sandbag and pump down the water, Contractor will need to wait to clean and video evaluate these pipes until the water levels recede after the rainy season. Other water management projects in the works Lake 2-9 (St. Thomas/St. Maarten lake) Agnoli Barber and Brundage is preparing design calculations to include creation of existing conditions map; scheduling a pre -application meeting with SFWMD; and preparing SFWMD permit mod for Lake 2-9 (St. Thomas/St. Maarten lake) lake bank restoration Lake 3-1 (Oak Lake Sanctuary lake) Agnoli Barber and Brundage is procuring and installing lake monitoring equipment to monitor and document lake levels monthly in the Oak Lake Sanctuary Lake 3-1. ABB is also preparing SFWMD permit modification of the lake bleeder in the Oak Lake Sanctuary Lake 3-1. The permit modification is currently under review by SFWMD. Roadway maintenance Gulf Park Dr median cut Four bids were received on 7/17/18; however, the cost was higher than anticipated. Contractor Bonness has agreed to hold pricing until September at $73,416.25 as long as there is no rise in cost for concrete and asphalt. Sharrow markinizs As directed by the Landscape & Safety Committee, Contractor McShea is preparing a quote for PBSD to procure an adequate number of sharrow stencils, grind out the existing painted sharrows, and repaint the sharrows using the new stencils and thicker 20 mil reflective paint on Gulf Park Dr and Pelican Bay Blvd. Other capital improvements New PBSD administration & operations facility On 8/24/18, staff held a preliminary planning meeting with an architect and engineer to discuss construction of a new PBSD administration and operations facility to be built at 6200 Watergate Way. Prepared by Lisa Jacob, 8/31 /18 Agenda item b]b Page 1 0( 25 PELICAN BAY BERM RESTORATION US 41 FRONTAGE (PELICAN BAY BLVD. NORTH TO PELICAN BAY BLVD. SOUTH) LANDSCAPE IMPROVEMENT CONSTRUCTION PLANS INVESTIGATE BEFORE YOU EXCAVATE, "Call Sunshine State One" Toll Free 1-800-432-4770, Florida Statute 553.851 (1979) requires minimum of 2 days and maximum of 5 days notice before you excavate. PREPARED FOR: PELICAN BAY SERVICES E 801 LAUREL OAK DRIVE, S NAPLES, FLORIDA 34 (239) 597-2265 LIGHT POLE LOCATIONS KEY SHEET NO. LIGHT POLE NO. SHEET NO. LIGHT POLE NO. P-1 1 03, 1 05, 107, 1 09 P-1 2 53,51 P-2 111 P-13 49 P-3 1 13, 1 15, 1 17 P-14 47,45 P-4 1 19, 1 21 P-1 5 43,41 P-5 123,125 P-16 39,37 P-6 127,129 P-17 35 P-7 131,133 P-18 33,31 P-8 135,137 P-1 9 29,27 P-9 1 39, 61 P-20 25,23 P-10 60,59 1 1 P-21 21 P-1 1 57, 55 (GULF PARK DR.) P-22 19 SHEET KEY MAP N A: US 41 NORTH US 41 NORTH = iL-1 1 z 0 J Q m (z. J W d SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS PELICAN BAY BERM RESTORATION PLANTING PLANS PELICAN B A Y SERVICES DIVISION : NAPLES , FLORIDA This plan and design are the property f Gaefz+Stropes Landscape Architects Inc. and shall not be copied or reproduced Inc. without permission from Goefz+SfroIe Landscape Architects In PLOTS FULL SCALE AT 1 1" x 17" G O E T Z+ S T R O P E S LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 23 goer . gsn web: www.gsnaples.com emtelail: empil: a oetz g �a gsnaples.com Ellin Goetz, FASLA FL License LA000 7 7 52 SEAL & SIGNATURE REVISIONS SHEET NO. DATE 8 y DESCRIPTION DRAWN: WVB COVER CHECKED. EG ORIG. DATE OF ISSUE: 8/8/2018 DWG: GBSD U541 Berms 8-8-2018 BENNINGTON CIRCLE ARECAS ° ° �� EX. HIGH EX. HIGH O ARECAS SEAGRAPE °O . /BI5� + + +� + 6'TYP. 20' O6°°' ° 14 \ + / ° yi• y �� o �0000 \ . 0.0 0o000000000� ° . O i16 • 12 O OOOOOO (17)Jamalcan Caper °O°°° � �©��© ° • (2) Bridal Veil Tree (12) Podocarpus 6 TYP. �}} 0 0 �16 � 11 (30) Blue Porterweed (38) Jamaican Cape ^ 14 � 2 (54) Cord Grass \ . PINE \ 5' • Gj�� / /'79l + 12 2 Shad Lad Black Olive + \ BI5 , (243) Golden Creeper (47) Cord Grass (7) Sabal Palm (54) Muhly Grass _ 38) Muhly Gras — — — 107 105 109 U S 4 I- n r Z M r r t t N PELICAN BAY BERM RESTORATION PLANTING PLAN PELICAN BAY SERVICES DIVISION: NAPLES, FLORIDA N 0 75' 30 SCALE: 1 ° = 30' PLOTS FULL SCALE AT II"x 17" G O E T Z+ S T R O P E S LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 tel. 239.643.0077 web: www.gsnaples.com email: egoetz@gsna ples.com This lan and design ore lFe propery o/ Goefz+Slropes Landscape ArcAilech lnc. and sM1oll of�<opied er repred�«d weno�Iperm�:,�e�frem Geen+slrepe, le�d.<epea<nnecr. i�< SEAL &SIGNATURE o SHEET KEY MAP 3 � m z N — — — DRAWN: WVB CHECKED: EG DATE OF ISSUE: 8/8/2078 _U — 1� DWG: PBSD US47 BERMS 8-8-18 USA 1 NORTH 0 ma-ffsTn-xm Page 2 of 25 rn N z SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS US 41 NORTH SHEET NO. 122) Cord Grass (29) Jamaican Caper (11) Sabal Palm 15' /it \ ( Muhly (1) Bulnesia (389) Golden Creeper 35)Yellow Necklacepod • �u u—a D r_ Z M r r W N BEN N I NGTON CI RCLE 4 I --- Hgenaa item 20 Page 3 off 5 poeeeooeeeo eeee oeoeeeeeeeeeoee lu m FOR MATERIAL AND • RESTORATION ELICAN BAY BERM ARCHITECTS INC. . •• �LANDSCAPE : 1 � i49�.� r i;� -=i� %1%z HMi�W�S��iN J+�r�� m O ��__■r..�l��+[i`a..11��fii■�]i�a■�t�n�•■`'u'�Ma�Zi■�1 �r..�r�...:�.���_...._�.,. uv 1� �,� �� ,���p"�l1 ORTH \ I \ \ (16) Green Ginger - 0 o a a a a a Wild Coffee \ a • I D In r_ Z M r r � w 15 (92) Philodendron elloum I - (1) Buln sie _ (23) Simpson Stopper 100-�� 5 0 ®® 00001 ®® 0 00 0 0 (5) Shadv Lady Black Olive PELICAN BAY BERM PLANTING RESTORATION PLAN N GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 Sth Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB PELICAN BAY SERVICES DIVISION: 0 15' SCALE: 1"=30' 30 tel. 239.643.0077 web: www.gsnapies.com email: egoetz O@gsna ples.com CHECKED: EG DATE Of ISSUE: 8/8/2018 NA P L E S , FLORIDA PLOTS FULL SCALE AT 11 " x 1 7"°d deinyare Me e rypo/ Gxfz+�pAp�lDWG: PBSD US41 BERMS 8-8-18 1 Jamaican Caper 20' / 0 0 0 0 0 0 0 0 0 0 0 0 . (45) Blue Porterweed / 0O OO CLOD O O 12 \\ \ 10 / 10' G) Muhly Grass Sabal Palm 1 U 5 4 � 471 X'�`'� ;1W •. 1) Bridal Veil Tree Cord Grass (38) Green Gi Agenda item #7b Page 4 of 25 I I I 8) Blue Porterweed 113_ 3 D r_ Z M r r SEE SHEETS P-23, P-24 w N FOR MATERIAL LIST AND SPECIFICATIONS US 41 NORTH 'I SHEE NOT } 1 1 \ 1 \ (12) Silver Saw Palmetto \ \ 8' oc 0 \ / (187) Golden Creeper (1) Bulnesia ID n IF r_ Z M r r u, 1�-' PELICAN BAY BERM RESTORATION N �\ / GOETZ+STROPES LANDSCAPE ARCHITECTS INC. PLANTING PLAN 1020 Bth Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB PELICAN BAY SERVICES DIVISION: 0 15' SCALE: 1"=30' 30 tel. 239.643.0077 web: www.gsnapies.com email: egoetz@gsnaples.com : CHECKEDEG DATE OF ISSUE: 8/8/2018 N A P L E S, F L O R I D A PLOTS FULL SCALE AT 11" x 17" of° pea o".Rp oe <e`d° inowYpe.m°o i om coeisr°Aiwa"ape`A°me<i.°i DWG: PBSD US41 BERMS 8-8-18 Agenda item #7b \Page 5 of 25 ALLOW 5EAGRAPE TO GROW TO BLOCK ROOF VIEW W(1) (74) Wild Coff TGreen Ginger�hilodendron Selloum(26) Blue PorterweLady Black Olive (1) Bulnesia U S 4 I UsAl NORTH —7—�I 0 119 - ID n r z M r r SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS US 41 NORTH SHEE NOT r nda item #7b Page 6 of 25 _J i/> � EXISTING (5) Sabal Palm (27) Jamaican Caper 109) Golden Creeper BOUGAINVILLEA \ 20' \ 14 _ 16 ------ 14 \ & 0, .0 9p 15' 100 0 OC-P) 0 • ' (15) Silver Saw Palme to,.. 12 12 81 oc GOOD SCRUB EX. ALLOW SEAGPAPE TO GROW TO BLOCK ROOF VIEW 0 0 0 0 0 0 0 O aYrrM��r! 0 I■■■ENE ■■CS��' O �■■■■■■■■■■■■r (58) Cord Grass Muhly Grass 18) Podocarpus COCODIUm 125 1 — D —T I n n Im = z r_ z M r r 7 T r r p T SEE SHEETS P-23, P-24 - FOR MATERIAL LIST O' L" AND SPECIFICATIONS PELICAN BAY BERM RESTORATION PLAN GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 SEAL & SIGNATURE o SHEET MAP m ® E3 >PLANTING o SHEET NO. DRAWN: WVB ,KEY m m PELICAN BAY SERVICES DIVISION: NAP L E S, FLORIDA 0 15' 30 SCALE: 1^=30' PLOTS FULL SCALE AT 1 1" x 17" tel. 239.643.0077 web: www.gsnaples.com email: egoetz O@gsnaples.com This yan a d des;gn are Mep perry o, Goetz+Shopes LaMsaap Arahikds Ina. aM shall nc, h mW d o r y cdu d Mou p muacn,rum Goe,++s,np s LuM.wp Ard;kch,n =Q — VV r O �r US 41 NORTH Q Tr �u US41 NORTH u J 1J u ^ _ 1V CHECKED: EG DA7EOfISSUE:BL—__8 DWG: PBSD US41 BERMS 8-8-/8 Agenda m #7b Page 7 of 25 ALLOW SEAGRAPE _ — — PXNE�K TO GROW TO — _5LOCK ROOF VIEW 30 \ 20' ALLOW SEAGRAPE 14 16 14 TO GROW TO / (2) Bulnesia 20', BLOCK R09F-Vtl fi�'ZJ / I 15' (3) Live Oak 15' 10 + (5) Sabal Palm 15' (80) Cocoplum I EX FLOSS SILK OK 1 29— 127 3 — D - U S 4 1 3 - rn n r Z r r r r v o, _ SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS — PELICAN BAY BERM RESTORATION SEAL & SIGNATURE SHEET KEY MAP ® z N GOETZ+STROPES o SHEET m J NO. PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DeAWN: WVB r m R r m 0 15' 30 tel. 239.643.0077 web: www.gsnaples.com email: egoetz O@gsnaples.com CHECKED: EG Z =Q VV - _ _ - Z Q ^ _ PELICAN BAY SERVICES DIVISION: scALE:t"=3o' Ina. DA7EOfISSUE: B/8/2078 — —�� US 41 NORTH —1r O �r Tr US41 NORTH u �u 1V _ NAP L E S, F L O R I D A PLOTS FULL SCALE AT 1 1" x 17" TMi,y o d des;gn are Mep perry o, Goetz+Shopes I s- Archikds aM all e, h mW d o r y edu d Mou a m,.,,,e,.am Goe„+slnP v luM,wP Ar ikd, In DWG: PBSD US41 BERMS 8-8-/8 -- u \/ I ass I / TALL EX. SCHEFFLERA (53)Cocoplum (18)Yellow Necklacepod SCATTERED PINES —� (11) Sabal Palm_ 12 14 16 14 16 201 14 (19)Yellow Necklacep—o (26 e Porterweed • • • • 71) Muhly Grass (21) Green Ginger 10 12 14 12 10 15' (108) Muhly Grass 10' \ REMOVE (42) Wild Coffe (56) Cord Grass RUELLIA \\\ (76) Philo. 'Burle Marx (12) Silver Saw Palmetto 1)Bulnesia f-UQV€- LJELL1A -8-0r n r Z rn r r 00 N nda item #7b Page 8 of 25 SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS II :: PLANTINGPLAN ....... LANDSCAPE ARCHITECTS INC. IWIN WIV DIVISION:PELICAN BA SERVICES y A P LES, FLORIDA .NORTHN PLOTS FULL SCALE AT 11 17", tel. 239.643.0077 web: www.gsnapies.com 11 �1■'b:�l��"'C•\�r.�1�I��■�Ryt7AL■�■It��'d+ — `� - ion EX. 5CHEFFLEKA �e�KO� )Bulnesia 0 2J6 Golden Creeper OQ �©C ROOF 1) Jamaican Caper VIEW (69) Cord Grass (28) Blue Porterweed �- 20' 14 / 16_ 16 14 Sabal Palm 15' 10 12 1 © //� 12 (156) Muhly Grass 10, (12) Silver Saw Palmetto 8' oc 137 Agenda item #7b / Pag 9 of 25 (77) Cocoplum EX. CLU51A ROOF @ HOME LOT VIEW (2) Bulnesia 50' (12) Simpson topper (74) Muhly Grass ©O. . . ® 15' • 25' 166) Cord Grass (3) Shady Lady Black Olive (331) Golden Cree (26) Yellow Neckla 135 ID r) U S 4 I 3 r D -- Z — rn n 2 AM r_ Z r r aD V SEE SHEETS P-23, P-24 -o co — FOR MATERIAL LIST AND SPECIFICATIONS PELICAN BAY BERM RESTORATION � SEAL & SIGNATURE SHEET KEY MAP N GOETZ+STROPES o PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB m e } m 0 15' 30 tel. 239.643.0077 web: www.gsnapies.com email: egoetz O@gsna CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1^ = 30' ples.com Ina. DA7EOf ISSUE:B/8/2078 _Q VV — —�� —1r O �r US 41 NORTH Tr US 41 NORTH IL�I �u VX NAPLES , FLORIDA PLOTS FULL SCALE AT 1 1 " x t 7" This an a d des;gn are Me ry o, Goetz+Shopes LaMsaap Arahikds aM shall eo, ya rop y y,eyaduced vAMou permuacn,rum Goe,++s,npes LuM.wpe Ard:;kch ,n DWG: PBSD US41 BERMS 8-8-/ 8 (�' J 1J u enda item #7b Page 10 of 25--- 36' (3) Live Oak SOLID EXISTI qG BACKDROP (37)Simpson Stopper 0 0 0 0 0 0 0 0 0 0 0 0 ... 0 0 (14) Silver Saw Palmetto 000000 ..00....00 8oc 00 /%�/ 000 _ 181 00 0 00 0 0 0 (20) Blue Porterweed (130) Muhly Grass / / (51) Cord Grass (10) Silver Saw Palmetto (75) Muhly Grass 8' oc 61 139 > U S 4 -1 n n r r Z Z rn M- T -P - — SEE SHEETS P-23, P-24 10 FOR MATERIAL LIST 10 00 O AND SPECIFICATIONS PELICAN BAY BERM RESTORATION _ SEAL & SIGNATURE - SHEET KEY MAP ® z N GOETZ+STROPES o J SHEET LANDSCAPE ARCHITECTS INC. PLANTING PLAN 020 Bth Avenue South #6 , NAPLES, FLORIDA 34102 m DRAWN: WVB tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG =U PELICAN BAY SERVICES DIVISION: SCALE: 1" = 30' DATE OF ISSUE: 8/8/2018 US 41 NORTH (7 �r US 41 NORTH This lon and design ore IM1e properly of Goefz+Shopes LoMnope Ar<Aik<fs Ine. aM sM1oll NAP L E S , F L O R I D A PLOTS FULL SCALE AT 1 1 " x 17" of e <epied or reprod—d 2C' perm::.o aom Goen+Strop s is d.<ape Ar<M1ne<fs < DWG: PBSD U547 BERMS 8-8-18 D n 2 r_ Z rn r r _ O PELICAN BAY BERM RESTORATION N GOETZ+STROPES PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 8th39. Avenue South , NAPLEw.gsna ,s.comFLORIDA 34102 DRAWN: WVB b: tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30r DATE Of ISSUE: 8/8/2018 N A P L E S, F L O R I D A PLOTS FULL SCALE AT 1 1 e x 17" This Ian and design are XK �e.Iy of Goelz+Slropes la:dxcape Archikclx lnc. vnd xlwll el g <epied er repode lhoul p missien /rom Gceh+Snecex tondxxvp a hllexlx I c D WG: FBSD US41 BERMS 8-8-78 EET KEY MAW �n a I em Page 11 of 25 ------60-------- 3 ID i r Z rn r r 10 O SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS o SHEET 3 NO. a Q z p —� O �r _�W r US 41 NORTH —� f J�u Agenda item Page 12 of 25 Bulnesia 55 OPEN VIEW FENCE O00000( 000000 (13) Podocarpus (51) Cocoplum ID n r Z M r r N PELICAN BAY BERM RESTORATION N GOETZ+STROPES PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 81h Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB tel. 239.643.0077 web:-.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE OF ISSUE: 8/8/2018 N A P L E S , FLORIDA PLOTS FULL SCALE AT 1 1" x 17 peppr r' DWG: R65D U541 BERMS 8-8-78 U S 4 57 1 1 3 D n r Z M SEE SHEETS P-23, P-24 r r FOR MATERIAL LIST o AND SPECIFICATIONS TURE o SHEET KEY MAP ® o SHEET J m o 3 e } m a NO. m _ d� US 41 NORTH �O�p 41 NORTH V w P-11 I (12) Silver Saw Palmetto ... l Palm 51 ick Olive U S ID - n r_ Z rn 1— r 7 T W N PELICAN BAY BERM PLANTING RESTORATION PLAN N GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 81h Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB 0 15' 30 tel. 239.643.0077 web:-.gsnaples.com email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE OF ISSUE: 8/8/2018 N A P L E S , FLORIDA PLOTS FULL SCALE AT 1 1" x 17" peppr r'o'erzope"ashntrii WRBSD U541 BERMS 8-8-78 gen a I em \ Page 13 of 25 25' 51 Wild Coffee HEAVY FIREBUSh I GUARDRAIL - 4 I 1L & SIGNATURE SHEET KEY MAP N mil . 53 3 D n r rn r r N SEE SHEETS P-23, P-24 — FOR MATERIAL LIST AND SPECIFICATIONS o SHEET J } m NO. Z p — 1 2 �W r III � US 41 NORTH —� -r- 20' i000`►0` �00�00� �i,"fir/Grp _ (20) Jamaican Caper 20' (8) Sabal Palm 0000 . . • . . 0. 0:. 0 (99) Cord Grass 16 • 14 • 14 • 16 15 00 00 • / • • (8) Silver Saw Palmetto j ;� 10, 12 8' oc • (17) Yellow Necklacepod (41) Wild Cpffaa (140) Golden Creeper (16) Blue Porterweed 5) Sabal Palm (16) Podocarpus 15' PELICAN BAY BERM PLANTING RESTORATION PLAN N GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 81h Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB 0 15' 30 tel. 239.643.0077 web:--gsnaples.com email: egoetz@gsnaples.com CHECKED: EG DATE OF ISSUE: 8/8/2018 PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' NAP L E S, FLORIDA PLOTS FULL SCALE AT 11" x 17" Thii°"° ae:".�." de;r°r �'°`r' em coei:+''s`nare'io�'erzope"a�hn triim< <epie pe permi.xien DWG: RBSD U547 BERMS 8-8-78 .- AQ U S Agenda I em — gae 14-oT25 1) Live Oak (1) Bulnesia 81 oc SEE SHEETS P-23, P-24 •• MATERIAL LIST SPECIFICATIONSAND SHEET KEY MAP 5-, MIK4FEgg ■'b:�ky l��i��` �1rI•����■'�Li■ 10A1■ `I�►i ■b�.�t'a�d�.w��•������ca��.�a � ��_. • . NORTH ■ � I ID n I- Z rn en alem Page 15 of 25 (9) Simpson Stopper 0000 (9) Jamaican Caper QOaO 0000 0000 n 2 r M r r 7 T to th� PELICAN BAY BERM RESTORATION N GOETZ+STROPES PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 81h Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB tel. 239.643.0077 web: w .gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: I"=30' DATE 01 ISSUE B/8/2018 NA P L E $ , FLORIDA PLOTS FULL SCALE AT 1 1 " x 17" 'i°" ° a e:"�" de;r °r °`r' em coei +''s`na io'erzop" a h n triim< <epie pe permi.xien DWG: RBSD U54 7 BERMS 8-8-78 TURF o SHEET KEY �MAP � m m � T_T� f (5) Sabal Palm 20' 14 16 14 - 1 I 1 55) Cord Grass SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND • MCI M� IN ID = 14111 aI �O is i i NN �1�►� • w •aw w� •�+zfrr ;tIf d91.1_y� NORTH■ IN. .n I— M ;15' I I I / I / (2) Shady Lady Black Olive (9) Silver Saw Palmetto 8' OC 125 (3) Bridal Veil Tree PI I 15' 128) Golden Creeper ID n r_ Z M r l— P E T � _0_ Ln PELICAN BAY BERM RESTORATION N GOETZ+STROPES PLANTING PLAN LANDSCAPE ARCHITECTS INC. nue enue South #6 , NAPLES, FLORIDA 34102 1020 8Ave DRAWN: WVB tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE OE ISSUE: 8/8/2018 NAP L E S , FLORIDA PLOTS FULL SCALE AT 11 X 17" lwix Ian and design e.e Me �.Iy of Goe,:+S,ropex le:dxcepe Archi—, Inc. end shall e, g <epied 7','W-e lhoulp missien /ram Gceh+Snecex tondxmp a hi xh lnx DWG: FBSD U547 BERMS 8-8-78 U� gen a item ltfb Page 16 of 25 (12) Podocarpus (3) Live Oak (16) Simpson Stopper 20' (6) Sabal Palm ®0® . 0® 30' • .00 14 16 16 14 1 0. (61) Muhly Grass • 10 • • 12 15' 10, . :. 0 L(11) Silver Saw Palmetto 8' OC an • (7) Sabal Palm (12) Fiddlewood (12) Fiddlewood \ / 20' (9) Jamaican Caper (3) Shady Lady Black Olive 30 (12) Simpson Stopper 201 (12) Sabal Palm 10' 14 ' 16 25' . © (24) Green Ginger 14 16 16 16 10' 15' ©. 0' 15' • • • • ©© ®. ©. 15' (2 i • - acepod 12 14 15' • 14 • • 14 • (1) Shady Lady Blacl �� 12 � , � :. 12 • 12 (103) Muhly Grass • 1 � )Blue Porterweed / � '`�� (18) Green Ginge (3) Bridal Veil Tree • (`0 • It 10 12 - 10 I (7) Silver Saw Palmetto (43) Cocoplum I(13) Silver Saw Palmetto — ID n r_ Z M 1— r T J � v (— PELICAN BAY BERM RESTORATION N GOETZ+STROPES LANDSCAPE ARCHITECTS INC. PLANTING PLAN 1020 8th39. Avenue South , NAPLEw.gsna ,s.comFLORIDA 34102 DRAWN: WVB b: tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE Of ISSUE: 8/8/2018 NA P L E S, F L O R I D A PLOTS FULL SCALE AT 11 x 17" lwix Ian and design are Me �.Iy of Goel:+Slropex le:dxcepe Ardikax Inc. end xholl mlg <epiederrepodelhourp missien/romGceh+Snecextondxmp ahixhlnx DWG:FBSDU547 BERMS 8-8-78 gen a item IPage 17 of 25 I / I 39 ' D U S 4 1 n I— M r 1— - SEE SHEETS P-23, P-24 FOR MATERIAL LIST AND SPECIFICATIONS SIGNATURE o SHEET KEY MAP o SHEET J 0 3 e } m NO. m � o � } d��� US 41 NORTH �����O�p 41 NORTH —�r �u 15) Podocarpus O O OO (125) Muhly Grass REMOVE PUELLIA 35 n r_ Z M •• WI PELICAN BAY BERM PLANTING RESTORATION PLAN N A: GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 8th39. Avenue South , NAPLEw.gsna ,s.comFLORIDA 34102 DRAWN: WVB PELICAN BAY SERVICES DIVISION: 0 15' 30 SCALE: 1"=30' tel. 239.643.0077 web: www.gsnaples.com b: email: egoetz@gsnaples.com CHECKED: EG DATE Of ISSUE: 8/8/2018 N A P L E S , FLORIDAF L O R I D A PLOTS FULL SCALE AT 1 1 e x 17" This Ian and design are Me �e.Iy of Goelz+Slropes la:dxcape rcvxlwll hik 1,1- nd el g <epied er repode lhoul p missien Irom Gceh+Snecex rands vp axM lx I c DWG: FBSD US41 BERMS 8.8-18 m SHEET KEY MAP US 41 NORTH 1 11 �n a item I Page 18 of 25 I I I I I In • 1 ID n r_ Z M 1— r p 7 SEE SHEETS P-23, P-24 v 0- FOR MATERIAL LIST AND SPECIFICATIONS pit■■�ii =:�■ ��1�►� ■ w •aw w� •�+zfrr NORTH ■ U S —�D n r Z M r r -o 00 PELICAN BAY BERM RESTORATION N GOETZ+STROPES PLANTING PLAN LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE OE ISSUE: 8/8/2018 NAPLES , FLORIDA PLOTS FULL SCALE AT 11 X 17" Thin Ian and design are Me �.Iy of Goel:+Slropex le:dxcepe Archikax Inc. end shall ml ge <epied er repode��lhour permissien Irom Gceh+Snecex tondxmpe achitxh Inc DWG: FBSD U54 7 BERMS 8-8-78 Cocoplum WE W. 2 10 REMOVE CEDARS gen a I em Page 19 of 5) Sabal Palm ?0) Yellow Necklacepod 15' �D n r Z M r 7 r T SEE SHEETS P-23, P-24 aD V FOR MATERIAL LIST AND SPECIFICATIONS o SHEET PER � •aw w� �iiz� rr.. .i.., —=1J!�f;�IPI�'1191.1yf,li�H��JNJ�r�M Me, k'�walhi �t'��d�.w�+•������ca��.crt� NORTH■ • • i 20' (5) Sabal Palm 20' 10' 10' (49) Muhly Grass • • 5) Sabal Palm 16 15' 16 14 15' • 12 10 10 REMOVE (29) Cocoplum RUELLIA I� - 4 I 1 In r r IN O -0 PELICAN BAY BERM PLANTING RESTORATION PLAN IN�� GOETZ+STROPES LANDSCAPE ARCHITECTS INC. Avenue 1020 8th South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB SEAL&S 0 15' 30 tel. 239.643.0077 web: www.gsnaples.com email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE Of ISSUE: 8/8/2018 NAPLES , FLORIDA PLOTS FULL SCALE AT 11 X 17" lwix Ian and design ece Me �.Iy of Goelo+Slropex le:dxcepe Archikax lnc. end shop ml g <epied.'re ,e lhourp missien/romGceh+Snecex tondxmp a hi xh lnc DWG: FBSD U547 BERMS 8-8-78 ick Olive �n a item ID Page 20 of 5 \I 4 n 2 r_ Z M SEE SHEETS P-23, P-24 FOR MATERIAL LIST •• SPECIFICATIONSAND r •aw w� •�+z� frr ;tIfd91.1_y� NORTH■ • MAHOE MAHOE Agenda item \ Page 21 of �5 I (5) Shady Lady Black Olive 25' 25' 25' 25' • • 10' GUARDRAIL 25 BEGINS 23 35--4 1 D n 2 r_ Z M IJ N — O PELICAN BAY BERM RESTORATION SEAL&SIGNATURE SHEET KEY MAP N GOETZ+STROPES 4,) PLANTING PLAN LANDSCAPE ARCHITECTS INC. Avenue 1020 8th enue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB m o tel. 239.643.0077 web: www.gsnaples.com 0 15' 30 CHECKED: EG email: egoetz@gsnaples.com _ V _ PELICAN BAY SERVICES DIVISION: sCALE:t"=30' DATE OFISSUE:882018 —� US41 NORTH NAPLES , FLORIDA This Ian and design are XK of Gael:+Slropes L;Md pe Archilecls Inc. end slwll PLOTS FULL SCALE AT 11" X 17" elf <epiederrep ode l p missienlromG +Snepex Londx ap axM Ix lnx DWG: FBSD US41 BERMS 8-8-18 Im •►�� a 3 D n r Z M r p r T SEE SHEETS P-23, P-24 O %O FOR MATERIAL LIST AND SPECIFICATIONS o SHEET J NO. a z �r " r —2O US 41 NORTH —� f J�u en alem \ Page 22 of 25 PELICAN BAY BERM PLANTING RESTORATION PLAN N A: GOETZ+STROPES LANDSCAPE ARCHITECTS INC. 1020 Avenue South , , FLORIDA 34102 DRAWN: WVB 0 15' 30 38th9. b: .gsLo tel. 239.643.0077 web: www.gsnaples.com email: egoetz@gsnaples.com CHECKED: EG PELICAN BAY SERVICES DIVISION: SCALE: 1"=30' DATE OF ISSUE 8181201 NA P L E S, FLORIDA PLOTS FULL SCALE AT 11" x 17" <epie pe permi.xien em coe,an+''s`nare'io�'erzope"a�hn triim< DWG: RBSD U547 BERMS 8-8-78 1,1 0 00 00 30' F Bridal Veil Tree 8) Muhly Grass MAHOE 121 3 — D r n M = r_ Z M r r T T SEE SHEETS P-23, P-24 N N FOR MATERIAL LIST o — AND SPECIFICATIONS SHEET KEY MAP ® o o 3 SHEET a o e } FR m NO. a m US41 NORTH���rTTT I41 NORTH —�r a V I I I I i / \1A / \ (15 / (12) Green Buttonwood' b'TYP 0M / 07 /( 61110 10, (D/ / (10) Wax Myrtle 10' 0 O 2) Dahoon Hol NOTES: 1. PLANTINGS TO BE LOCATED ON SITE WITH LANDSCAPE ARCHITECT TO ACCOMMODATE SITE CONDITIONS. 2. ESTABLISH TEMPORARY IRRIGATION FOR NEW PLANTINGS, COORDINATE WITH OWNERS REPRESENTATIVE. 3. USE PINE STRAW MULCH FOR NEW PLANTINGS IN THIS AREA. PELICAN BAY BERM RESTORATION PLANTING PLAN PELICAN BAY SERVICES DIVISION: NAPLES, FLORIDA \ (19) Leather Fern 11) Green Saw Palmetto /00 10) Green Saw Palmetto \ (20) Leather Fern PELICAN BAY BLVD S. SEAL & SIGNATURE SHEET KEY MAP N 1 GOETZ+STROPES > LANDSCAPE ARCHITECTS INC. 11 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB tel. 239.643.0077 web: www.gsnoples.com Z Q 0 75' 30 email: egoetz@gsnaples.com CHECKED: EG =V SCALE: I" = 30' DATE OF ISSUE: 8/8/2018 This Ian and design ore IFe pra erty o/ Goefz+Slropes Zft',, Ar<M1ile<h In<. and sFall PLOTS FULL SCALE AT 11" x 17" norg <opiedorreprod„«d.N-1 pe.ion lroin Goen+Skope:fond:<ope Ar<mren: In< DWG: PBSD US47 BERMS 8-8-78 US 41 NORTH I I I 1 11 1 MATCHLINE ow enen aitem lb Page 23 of 25 LP-2� LP-22 V J I j SEE SHEETS P-23, P-24 FOR MATERIAL LIST I AND SPECIFICATIONS ME `." In�it . NORTH ■ Page 24 of 25 MATERIAL LIST PALMS AND TREES QTY BOTANICAL COMMON REMARKS Bucida buceras 'Shady Shady Lady Black 12'-14' aa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon 29 Lady' Olive container 12'-14' aa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon 15 Bulnesia arborea Bulnesia container 12'-14' ❑a, 6'-7' spr, 5' ct, 2" cal, full, 45 gallon 12 Caesalpinia granadillo Bridal Veil Tree container 12'-14' aa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon 14 Quercus virginiana Live Oak container (} 9) 10' ct, (33) 12' ct, (3 6) 14' ct, (27) 16' ct, 115 Sobel palmetto Sobel Palm regenerated heads with fronds intact MATERIAL CITY ITEM DESCRIPTION 2"-3" depth, VERIFY QTY. Mulch in all newly planted beds except 8$0 Cocoa Brown Mulch (CY) shown on sheet P-22 2"-3" depth, VERIFY QTY. Mulch in all newly planted beds shown on 74 Pine Straw Mulch (CY) sheet P-22 Backfill areas damaged by tree removals, level to meet adjacent BACKFILL grades. Verify quantity on -site with Owner/Landscape Architect. REMOVALS As noted on drawings. Verify on -site with Owner/Landscape Architect. IRRIGATION Adjust irrigation system to provide 100% coverage to all planted areas SHRUBS/ACCENITS /GRASSES/GROUNDCOVE R CITY BOTANICAL COMMON REMARKS 39 Acrostichum danaeifolium Leather Fern 24"oo, full, container 291 AI inia zerumbet Green Ginger 24"-30" oa., 24" spr., full, 4' oc Capporis 200 Jamaican Caper 4'-5' oa, 3' spr, full, 15 gallon container c no hallo hors 525 Chr sobalanus icaco Cocoplum 30"-36" oa, 24" spr, , full, container, 3' oc 24 Citharex lum s inosum Fiddlewood 3' oa, full container 6'-8' oa, 4'-5' spr, container, full to base, bush 12 Conocarpus erectus Green Buttonwood form 2267 Ernodea littoralis Golden Creeper 8" ❑a, 8" spr, full, 1 gallon, 2' cc 30 Hamelia patens Fire Bush 24"-30" oa, full, container 3' cc 12 Ilex cossine Dahoon Holly 7'-8' oa, 4' spr, container, full to base, bush form 1615 Muhlenber is ca illaris Muhly Gross 12"-18" oa, full, } gallon, 3' cc 121 M rcianthes fra rans Simpson Stopper 4'-5' ❑a, 3' spr, full bush, 15 gallon container } 0 M rica cerifero Wax Myrtle 6' cc, 6' spr, container, full to base, bush form 76 Philodendron ' Burle Philo. ' Burie Marx' 18" oa, full, container, 3' oc Marx' 213 Philodendron Philodendron 24"-30" oa, full, container, 3' oc bi innatifidum selloum Selloum 144 Podocarpus macrophyllus Podocarpus 6'-7' oa, 3' spr, full to base, 25 gallon container 430 Psychotria nervosa Wild Coffee 2' ❑a, full, container, 3' cc 15 Rapanea punctata Myrsine 4'-5' oa, 3' spr, container, full to base, bush form 21 Serenoa repens Green Saw 24"-30" cc, 24"-30" spr, full, 10 gallon, 8' cc Palmetto } 35 Serenoa repens cinerea Silver Saw 24"-30" aa, 24"-30" spr, full, 10 gallon, S' cc Palmetto 156 Sophora tomentoso Yellow 30" oa, 2' spr, full, 7 gallon container, 4' oc truncata Necklacepod 991 Spartina bakeri var. Cord Grass 18"-24" oa, full, 3 gallon, 3' oc 'Blue Green' 254 Stachytorpheto Blue Porterweed 24" oa, full, container, 4' oc jamoicensis A/R Stenotaphrum Floratom REPAIR DAMAGED AREAS AS REQUIRED. Solid, secundatum 'Floratam' tightly jointed, rolled, VERIFY QUANTITY PELICAN BAY BERM RESTORATION This plan and design are the property of Goetz+5tropes Landscape G O E T Z+ S T R O P E S SLALILSIGNAWRL REVISIONS SHEET Architects Inc. and shall not be copied DATE BY DESCRIPTION NO. MATERIAL LIST &SPECIFICATION S r reproduced without permission from Goetz+5tropes Landscape Architects Inc. LANDSCAPE ARCHITECTS INC. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: wve tel. 239.643.0077 web: www.gsnapies.com CHECKED: EG /1 ^ email: egoetz@gsnapies.com P PELICAN B A Y SERVICES DIVISION : PLOTS FULL SCALE AT 1 1 " x 1 7" ORIG. DATE OF ISSUE: 8/8/2018 _ L 3 NAPLES , FLORIDA Ellin Goetz, FASLA FL License LA0001 752 DWG:765D US 47 Berms 8-18-201a NOTES: 1. DO NOT TRIM LEADER. PRUNE ONLY DAMAGED FOLIAGE AND TO PROMOTE PROPER GROWTH. 2. SET PLANT PLUMB. 3. ORIGINAL GRADE OF SHRUB BASE TO BE PLANTED HIGHER ( 1" -2" ) ABOVE EXISTING GRADE TO ALLOW FOR SETTLEMENT. 4. DIAMETER OF HOLE: 2 X ROOTBALL, OR ADD 24" TO ROOTBALL FOR ROOTBALLS >24". 5. 6" WATERING SAUCER FOR 6' HT./SPR. OR LARGER PLANTS 6. BACKFILL PER SPECIFICATIONS. USE "JETTING -IN TECHNIQUE WITH WATER HOSE.FIRMLY COMPACT BACKFILL SOIL TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT. 7. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. _ 36' MIN. SHRUB GROUNDCOVER TOP OF MULCH 1" BELOW EDGE OF WALK il_-1 II_II - III--1 t2" l1ll 1Il_l_II_I IIII -III II�iII �-III _ IIIII-IIII 11_II u III iiLi� IlIIlIIlI�Il, I I--l' II III IWALK EXISTING SUBGRADE AS REQUIRED FOR PROPER DRAINAGE PULL MULCH 6" FROM STEM (TYP.) SHREDDED MULCH SECTION VIEW GROUNDCOVER BUILDING WALL + + WALK SHRUB + + + DISTANCE BETWEEN + + DIFFERENT PLANT TYPES SHOULD ALLOW FOR GROWTH TO MATURE SIZE. WALK OR CURB PLAN VIEW 1 SHRUB/GROUNDCOVER PLANTING DETAIL 1 /4" = 1' 0" iRFRRRA&M // f CROWN SHAFT OR BUD AREA (3WOOD BRACES SEE NOTE 4 --, NOTES: 1. PRUNE ONLY DAMAGED FOLIAGE AND TO PROMOTE PROPER GROWTH. 2. SET TREE PLUMB PRIOR TO GUYING. 3. PLANT PALM BASE 4" ABOVE EXISTING GRADE. 4. AFTER PLACING ROOTBALL IN PIT, REMOVE BINDING AT TOP 1/2 OF PLANTING BALL AND LAY TOP OF BURLAP BACK 6 INCHES. FOR WIRE BALLED PALMS, REMOVE WIRE FROM THE TOP 1 /3 OF THE BALL (12" MINIMUM) AFTER THE PALM HAS BEEN STABILIZED BY PARTIALLY BACKFILLING THE PLANTING PIT. 5. BRACING SHOWN APPLIES TO ROUGH/BOOTED AND SMOOTH TRUNKED PALMS; PROTECT BOOTS FROM ANY DAMAGE WHILE STAKED. (3) 2" X 4" WOOD BATTENS OVER PADDING, SECURE WITH METAL BANDING. ATTACH BRACES TO BATTENS USING (3) 16d NAILS PER BRACE (AVOID NAILING INTO TREE). ADJUST BRACES FOR SLOPE AS REQUIRED. + 30" 12" AROUND PIT UNDISTURBED EARTH PALM PLANTING/ANCHORING NTS Landscape Installation Notes 1. Landscape Contractor shall keep a field set of Planting and Irrigation Drawings and Landscape Specifications on site at all times during planting phase. 2. Landscape Contractor shall verify all quantities of material shown on the drawings prior to submitting his bid. Planting plan to take precedence over plant list. Final quantities of sod, top soil, crushed shell, gravel, rock, edging, and mulch to be verified on site by the Landscape Contractor when applicable. 3. Any building construction material or foreign material shall be removed from planting areas and replaced with acceptable top soil. 4. All plant materials used shall meet the standards for Florida No. 1 or better, as set out in Grades and Standards for Nursery Plants, part I and part II, Department of Agricultural, State of Florida (as amended). Root ball sizes on all transplanted plant materials shall also meet state standards. Plant Material noted as Specimen shall be Florida Fancy grade. 5. All sizes shown for plant material on the plan are to be considered minimum. All plant material must meet or exceed these minimum requirements for both height and spread. Any other requirements for specific shape or effect as noted on the plan shall also be required for acceptance. All trees to be SINGLE trunked, unless otherwise noted on plans. 6. All trees and palms 81 in height and over shall be staked according to the Staking Details. All non -biodegradable wrapping such as twine, wire, or nylon cord shall be removed from the tree root ball before planting. Top of tree root ball shall be planted flush with existing grade. All trees and palms shall be properly guyed, braced and/or staked, at the time of planting to ensure establishment of the tree or trees and erect growth. Nail staking or other methods that cause 7. 8. 9. 10. 11. 12. 2" DEPTH OF MULCH, KEEP MULCH 3" FROM BASE OF PALM. IF SOD SURROUNDS PALM, EXPAND MULCH AREA DIAMETER TO INCLUDE STAKES CONSTRUCT A TOPSOIL BERM 6 INCHES ABOVE FINISH GRADE, FORMING A WATERING SAUCER WITH A LEVEL BOTTOM AROUND EACH PALM, 2 FEET GREATER DIA. THAN THE DIA. OF ROOT BALL. WHEN TREE RING IS NO LONGER NEEDED, FLATTEN SOIL TO GRADE AS SHOWN, WITH POSITIVE SHEET FLOW AWAY FROM TOP OF ROOTBALL. ADJUST MULCH LAYER AS REQD. FINAL MULCH GRADE FINAL SOIL GRADE (3) 2" X 4" X 18" STAKE.ATTACH THE BRACE WITH (2) 16d NAILS - BACKFILL WITH SOIL PER SPECIFICATIONS, USING "JETTING -IN" METHOD, WITH HOSE IN PVC TUBE. FIRMLY COMPACT BACKFILL SOIL TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT NOTE: THIS METHOD OF TREE ANCHORING APPLIES TO ALL TREES EQUAL OR LESS THAN 2 2" IN CALIPER (3) POLYPROPYLENE OR CINCH TIES, TYPICAL. FASTEN TRUNK TO POLE SECURELY USING FIGURE 8. SEE NOTE 5 UNDISTURBED SOIL SMALL TREE PLANTING/ANCHORING 329346.20-02 V NTS cosmetic or biological damage to the tree are prohibited. Trees shall be re -staked within 24 hours in the event of blow -over or other failure of the staking and guying. Staking shall be removed between six and 12 months after installation. Mulch all planting beds (new and existing) with mulch as specified in material list to a depth of 2-3". In areas of existing mulch, mulch shall be taken up and replaced after plant installation. Each tree shall have a ring of organic mulch no less than 12 inches beyond its trunk in all directions. The Landscape Contractor shall verify the location of all plant material on site with the Landscape Architect prior to installation. The Landscape Contractor shall flag the location of all major trees and palms. The Landscape Architect shall be given a 48 hour minimum notice prior in order to approve flagged plant locations. Care shall be taken not to disturb or damage any underground construction or utilities. Any damage to these facilities during the planting operations will be repaired at the expense of the Landscape Contractor in a manner approved by the Owner or Landscape Architect. Where underground construction or obstructions will not permit the planting of plant materials in accordance with the plans, new locations for the plant material will be designated by the Landscape Architect. The Landscape Contractors is responsible for all employee & equipment SAFETY. Local and regional safety procedures shall be strictly adhered to. The Landscape Contractor shall exercise caution to protect all existing sod and irrigation. Any damage to the sod or irrigation shall be replaced or repaired to the original state by the Landscape Contractor at no additional cost to the owner. The Landscape Contractor shall at all times keep the job site clean and free from accumulated Page 25 of 25 NOTES: 1. REFER TO SECTION V AND VII OF THE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. DO NOT TRIM LEADER. PRUNE ONLY DAMAGED FOLIAGE AND TO PROMOTE PROPER GROWTH. TREAT ALL TREE LIMB CUTS OVER 1" DIA. WITH WOUND PAINT. 3. SET TREE PLUMB PRIOR TO GUYING. 4. PLANT TREE BASE 4" ABOVE FINISH GRADE. 5. AFTER PLACING THE ROOTBALL IN THE PIT, REMOVE BINDING AT TOP 1/2 OF PLANTING BALL AND LAY TOP OF BURLAP BACK 6 INCHES. FOR WIRE BALLED TREES, REMOVE WIRE FROM THE TOP 1 /3 OF THE BALL (12" MINIMUM) AFTER THE TREE HAS BEEN STABILIZED BY PARTIALLY BACKFILLING THE PLANTING PIT. 12" AROUND PIT (3) 2" DIA. PRESSURE TREATED LODGE POLE, HEIGHT AS SPECIFIED. (NOTE: TOP OF STAKES SHALL BE BELOW CANOPY, TYP.). SPACE EVENLY AROUND TRUNK EVERY 120°. 2" DEPTH OF MULCH, KEEP MULCH 3" FROM BASE OF TREE TRUNK. IF SOD SURROUNDS PALM, EXPAND MULCH AREA DIAMETER TO INCLUDE STAKES CONSTRUCT A TOPSOIL BERM 6 INCHES ABOVE FINISH GRADE, FORMING A WATERING SAUCER WITH A LEVEL BOTTOM AROUND EACH TREE, 2 FEET GREATER DIA. THAN THE DIA. OF ROOT BALL. WHEN TREE RING IS NO LONGER NEEDED, FLATTEN SOIL TO GRADE AS SHOWN, WITH POSITIVE SHEET FLOW AWAY FROM TOP OF ROOTBALL. ADJUST MULCH LAYER AS REQ'D. - FINAL MULCH GRADE FINAL SOIL GRADE BACKFILL WITH SOIL PER SPECIFICATIONS, USING "JETTING -IN" METHOD, WITH HOSE IN PVC TUBE. FIRMLY COMPACT BACKFILL SOIL TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT 32934626-05 waste material, debris, and rubbish. All sod removed for planting areas shall be removed from the site. 13. The Landscape Contractor shall fully inspect and familiarize himself with the site and all work conditions so as to include in his bid a cost for removal of exotic plant material from the project site as required by County Code. Existing plant removals, transplants, sod adjustments, debris removal and finish grading, shall also be included. 14. Existing plant material not shown on the plan and in conflict with new planting shall be evaluated at the time of new planting installation. A decision shall be made at the time to keep the existing plant material and adjust the plan or remove the existing plant material. 15. Soil backfill for the installation of trees, palms, shrubs, and groundcovers shall be a uniform mix of 50% decomposed compost soil as specified, and 50% existing soil, free of 1/2" or greater stones/foreign material. 16. Tree removal to include backfilling of holes to a level flush with the existing grade. All material to be removed from site. 17. Site preparation shall include removal of any weeds, patches of grass, cleanup of any dead material and finish grading. 18. Planting soil mix (i screened peat, i composted pine bark, i coarse sand with pH adjusted to 6.5) to be used in seasonal planting beds only. 19. Location of plant materials (trees, palms, shrubs, ground covers and vines), walks, or other landscape features may be relocated on site at the discretion of the Landscape Architect, or Owner. PELICAN BAY BERM RESTORATION SLAL&SIGNAWRL REVISIONS This plan and design are the property Goetz+5tropes Landscape G O E T Z+ S T R O P E S SHEET Architects Architects Inc. and shall not be copied DATE BY DESCRIPTION NO. reproduced without permission from Goetz+5tropes Landscape LANDSCAPE ARCHITECTS INC. SPECIFICATIONS Architects Inc. 1020 8th Avenue South #6 , NAPLES, FLORIDA 34102 DRAWN: WVB tel. 239.643.0077 web: www.gsnaples.com email: egoetz@gsnapies.com CHECKED: EG /\ P_ PELICAN BAY SERVICES DIVISION: PLOTS FULL SCALE AT 1 1 " x 1 7" ORIG. DATE OF ISSUE: 8/8/2018 L NAPLES , FLORIDA Ellin Goetz, FASLA FL License LA0001 752 DWG: PBSD US 41 Berms 8-18-2018 �•-.- �,} .ter � t: ��k. ', k k ,. -stied{ �'- .�.�}i•'�.. �. ="s err � �G•�••''"'�•''•' .. ;+�,7 •• _ - -_, j. s y ti � . Eris,.}`•=-�- _ ae:..-my ._ r �•� t'"r}f/'�-�. � i��.[ ��,� �t �f 3*11 ' ti ti . - .. :ri '..�� ��,y,.'� �.;1..� ��.� ! sir � �� �,+. �k.• .r,'r;`, � '. � � — i 1.j 'k �-�3.. ry1^'�, Y�'L t. 5�.�-••- � ' �1 5' �� b."M ECKLACEPOD YGRA i ��_ PELICAN BAY BERM RESTORATION PLANTING BUDGETARY ESTIMATE Agenda item #7b-2 Page 1 of 1 MATERIAL LIST PALMS AND TREES CITY Unit Cost Subtotal BOTANICAL COMMON REMARKS 29 $500 $14,500 Bucida buceras 'Shady Lady' Shady Lady Black Olive 1 2'-14' oa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon container 15 $500 $7,500 Bulnesia arborea Bulnesia 1 2'-14' oa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon container 12 $800 $9,600 Caesalpinia granadillo Bridal Veil Tree 1 2'-14' oa, 6'-7' spr, 5' ct, 2" cal, full, 45 gallon container 14 $500 $7,000 Quercus virginiana Live Oak 1 2'-14' oa, 6' spr, 5' ct, 2.5" cal, full, 45 gallon container 115 $350 $40,250 Sabal palmetto Sabal Palm (19) 10' ct, (33) 1 2' ct, (36) 14' ct, (27) 16' ct, regenerated heads with fronds intact SHRUBS/ACCENTS/GRASSES/GROUNDCOVER CITY Unit Cost Subtotal BOTANICAL COMMON REMARKS 39 $15 $585 Acrostichum danaeifolium Leather Fern 24"oa, full, container 291 $20 $5,820 Alpinia zerumbet Green Ginger 24"-30" oa., 24" spr., full, 4' oc 200 $150 $30,000 Capparis cynophallophora Jamaican Caper 4'-5' oa, 3' spr, full, 15 gallon container 525 1$45 $23,625 1 Chrysobalanus icaco Cocoplum 30"-36" oa, 24" spr, , full, container, 3' oc 24 $50 $1,200 Citharexylum spinosum Fiddlewood 3' oa, full container 12 $150 $1,800 Conocarpus erectus Green Buttonwood 6'-8' oa, 4'-5' spr, container, full to base, bush form 2267 $6 $1 3,602 Ernodea littoralis Golden Creeper 8" oa, 8" spr, full, 1 gallon, 2' oc 30 $12 $360 Hamelia patens Fire Bush 24"-30" oa, full, container 3' oc 12 $1 20 $1,440 Ilex cassine Dahoon Holly 7'-8' oa, 4' spr, container, full to base, bush form 1615 1 $6 $9,690 Muhlenbergia capillaris Muhly Grass 1 2"-1 8" oa, full, 1 gallon, 3' oc 121 $150 $1 8,150 Myrcianthes fragrans Simpson Stopper 4'-5' oa, 3' spr, full bush, 15 gallon container 10 $150 $1,500 Myrica cerifera Wax Myrtle 6' oa, 6' spr, container, full to base, bush form 76 $11 $836 Philodendron'Burle Marx' Phila.'Burle Marx' 18" oa, full, container, 3' oc 21 3 $12 $2,556 Philodendron bipinnatifidum selloum Philodendron Selloum 24"-30" oa, full, container, 3' oc 144 $300 $43,200 Podocarpus macrophyllus Podocarpus 6'-7' oa, 3' spr, full to base, 25 gallon container 430 $25 $10,750 Psychotria nervosa Wild Coffee 2' oa, full, container, 3' oc 15 $1 25 $1,875 Rapanea punctata Myrsine 4'-5' oa, 3' spr, container, full to base, bush form 21 $1 25 $2,625 Serenoa repens Green Saw Palmetto 24"-30" oa, 24"-30" spr, full, 10 gallon, 8' oc 135 $1 30 $17,550 Serenoa repens cinerea Silver Saw Palmetto 24"-30" oa, 24"-30" spr, full, 10 gallon, 8' oc 156 $40 $6,240 Sophora tomentosa Truncata Yellow Necklacepod 30" oa, 2' spr, full, 7 gallon container, 4' oc 991 $6 $5,946 Spartina bakeri var. 'Blue Green' Cord Grass 1 8"-24" oa, full, 3 gallon, 3' oc 254 $10 $2,540 Stachytarpheta jamaicensis Blue Porterweed 24" oa, full, container, 4' oc A�R $2,000 Stenotaphrum secundatum 'Floratam' Floratam REPAIR DAMAGED AREAS AS REQUIRED. Solid, tightly jointed, rolled, VERIFY QUANTITY MATERIAL CITY ITEM DESCRIPTION 880 $60 $52,800 Cocoa Brown Mulch (CY) 2"-3" depth, VERIFY QTY. Mulch in all newly planted beds except shown on sheet P-22 74 $60 $4,440 Pine Straw Mulch (CY) 2%3" depth, VERIFY QTY. Mulch in all newly planted beds shown on sheet P-22 $10,000 BACKFILL Backfill areas damaged by tree removals, level to meet adjacent grades. Verify quantity on -site with Owner/Landscape Architect. $5,000 REMOVALS As noted on drawings. Verify on -site with Owner/Landscape Architect. $5,000 IRRIGATION Adjust irrigation system to provide 100% coverage to all planted areas $359,980 Grand Total GOETZ+STROPES LANDSCAPE ARCHITECTS Agenda item #7b-3 Page 1 of 5 ELLIN GOETZ LANDSCAPE PLAN BEKM CREST: L_AKGE 51-1RUBS BUFFE • U I l_1_ FILL IN FKOM G' TO 1 5' BEL_O SABAL_ I~IKONDS 5' @ I N STALL_ ± 1 5' @MATURITY TOF OF SLOPE: • SADAL PALMS MASSED TO FLOCK VIERS ABOVE 6 HEIGHTS; TO 20' � f1 [LL T AS F'0551ULE +.r 7/3/18 INFILL LAYER. - MID HEIGHT SHRUBS/ PALMETTO ADD DEN51 LOIN FRONTAGE; { • MASSED FL NT1 k G5 FKOVIDE TE TUKF-/ CONTRAST WIC I LE BEING EASY TO MAINTAIN �r WEST F_�� T wmm�w Az- ka'A I I *as am IV 74 JJ Agenda item #7b-3 Page 4 of 5 ELLIN GOETZ 2018 PLANT PALETTE Muhly Grass [Not PBSD Approved] Yellow Necklacepod [Not PBSD Approved] Green Ginger 4q Philodendron Coontie [Not PBSD Approved] Cordgrass [Not PBSD Approved] Blue Porterweed [Not PBSD Approved] Golden Creeper [Only Coral Creeper Approved] VOI I ME I I Ll 0 1 N 0 26V [*IVA] DI DIN EGA ,0]2IIC ��"• � �.: �• ..a, fix':. 7"EllIII .M �� •} ` i� rl� 711-11. F � Yx r+ . 4Y ! .."r." : �. �..,, �• � �{� eye ... �. ; . � tir.'4 :sv �� 1:. �•! �-- �"r : Ste` == � .a ` MX �.14 _ r C S: ' Agenda Item #7c Page 1 of 1 From: Richard Borton <rborton@bonnessinc.com> Sent: Wednesday, August 01, 2018 3:42 PM To: JacobLisa<Lisa.Jacob@colliercountyfl.gov> Cc: Brad Thornton <BThornton@bonnessinc.com>; Dave Crosby <DCrosby@bonnessinc.com> Subject: RE: Gulf Park Drive Median Improvements Lisa, We should be able to hold our prices until then as long as there isn't an unexpected increase in either concrete or asphalt prices between now and then. Richard Borton, MBA Chief Estimator/Project Manager BONNESS TEL (239) 597-6221 cEL (239) 465-1096 FAx (239) 597-7416 ADR 1900 Seward Avenue, Naples, FL 34109 WEB www.Bonnesslnc.com FL# CUC1224797 FL# CBC059904 From: McClearyMark Sent: Tuesday, July 17, 2018 3:16 PM To: dsardella@ajaxpaving.com; Christie Alvaro <Calvaro@ajaxpaving.com>; mminich@ajaxpaving.com; Bonness Estimating <Estimating@bon nessinc.com>; hroque@bonnessinc.com; McElroy, Angie (Preferred Materials) <Angie.McElroy@ preferred materials.com>; andyp@wrightg.com; Robbie Powell <robbie.powell@wcgfl.com> Cc: Jacobl-isa <Lisa.Jacob@colliercountyfl.gov>; RitterSteve <Steve.Ritter@ col Iiercountyfl.gov>; DelgadoTania <Tania.Delgado@colliercountyfl.gov> Subject: RE: Gulf Park Drive Median Improvements - Reminder Ladies and Gentlemen, First, we really appreciate getting your quotes on the work we send out to you. The quotes came back and below are the results. 1. Bonness Inc: $73,416.25 2. Preferred Materials, Inc: $ 78,202.39 3. Ajax Paving Industries of Florida, LLC: $84,246.20 4. Wright Construction Group Inc.: $131,926.17 Thank you everyone for your response. Respectfully, Mark McCleary, P.E., P.S.M. Principal Project Manager ca�r cau.-ity Growth Management Department Transportation Engineering Division Note: Email Address Has Changed mark.mcclearyLa)colliercount,�fl.gov 2885 South Horseshoe Drive Naples, Florida 34104 Phone: 239-252-8442 Cell: 239-919-4343 Fax:239-252-5868 Agenda item #7e Page 1 of 15 Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Property Appraiser Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Accrued Wages Payable Goods Received/Inventory Recv'd Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - July 310, 2018 Operating Fund 109 - FY 2018 (Unaudited) Assets $ 2,351,209.54 707,120.86 Liabilities and Fund Balance $ 32,315.08 28,290.37 $ 1,413,580.14 1,584,144.81 3,058,330.40 3,058,330.40 60,605.45 $ 2,997,724.95 Total Liabilities and Fund Balance $ 3,058,330.40 Agenda item #7e Page 2 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - Judy 31, 2018 Operating Find 109 - FY 2018 (Unaudited) Annual YTD YTO Budget Budget Actual Operating Revenues: Carry -forward Special Assessment - Water Management Admin Special Assessment - Right of Way Beautification Plan Review Fees Miscellaneous (Surplus Sales, Ins. Refunds) Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures - Water Management Administration Payroll Expense Emergency Maintenace and Repairs IT Direct Capital IT Office Automation/Billing Hr. Indirect Cost Reimbursement Inter Payment/Mnt. Site Ins. Assessment Other Contractural Services Telephone Postage and Freight Rent Buildings and Equipment Insurance - General Printing, Binding and Copying Clerk's Recording Fees Legal Advertising Other Office and Operating Supplies Training and Education (Tuition Reimb.) Total Water Management Admin Operating Water Management Field Operations Payroll Expense Engineering Fees IT Office Automation Flood Control Berm and Swale Mntc. Flood Control Replanting Littorals Flood Control Water Quality Testing Supplies Interdepartmental Payment (Water Quality Lab) Plan Review Charges Other Contractural Services Temporary Labor Cell Phones Trash and Garbage Motor Pool Rental Charge Insurance - General Insurance - Auto Building Repairs & Mntc. Fleet Maintenance and Parts Fuel and Lubricants Tree Triming $ 1,135,419.50 $ 1,135,419.50 $ 1,135,419,50 $ 1,010,800.00 970,400.00 973,155.09 3,056,500.00 2,934,200.00 2,942,920.57 29,026, 57 (203,700.00) - - 6,500.00 5,400.00 27,226.80 $ 5,005,519.50 $ 5,045,419.50 $ 5,107,748.53 $ Variance 2,755.09 8,720.57 29,026.57 21,826.80 62,329.03 $ 77,200.00 $ 64,100.00 $ 62,249.51 $ 1,850.49 3,500.00 - - - 1,20D.00 1,200,00 1,200.00 - 7,600.00 7,600.00 7,500.00 100.00 119,200.00 119, 200.0 0 119, 200.00 - 13,600.00 13,600.00 13,600.00 - 51,000.00 34,000.00 30,466.20 3,533.80 5,200.00 3,900.00 2,367.94 1,532.06 1,200.00 - - - 14, 600.0 0 13, 40 0.00 12,539.31 860.69 900.00 900.00 900.00 - 1,800.00 200.00 1.32 198.68 1,000.00 100.00 - 100.00 1,000.00 200.00 141.61 58.39 1,500.00 1,300.00 1,122.63 177.37 2,000.00 800.00 297.68 502.32 $ 302,500.00 $ 260,500.00 $ 251,586.20 $ 8,913.80 $ 149,000.00 $ 126,800.00 $ 124,957.30 $ 1,842.70 116,969.00 87,700.00 61,984.45 25,715.55 400.00 400.00 400.00 - 43,000.00 25,100.00 22,795,00 2,305.00 8,500.00 1,400.00 (2,923.86) 4,323.86 3,500.00 3,500.00 - 3,500.00 19,000.00 17,400.00 20,911.36 (3,511.36) 1,500.00 - - - 11,700.00 4,900.00 1,666.75 3,233.25 78,600.00 62,200.00 62,098.43 101,57 11800.00 1,500.00 1,569.55 (69.55) 5,500.00 1,200.00 1,051.44 148.56 - - 37.81 (37.81) 2,800.00 2,800.00 2,800.00 1,00 0.00 1,000.00 1,000,00 - 500.00 500,00 461.23 38.77 29,300.00 19,500.00 16,793.79 2,706.21 1,800.00 1,400.00 1,346.19 53.81 129,338.00 114,500.00 110,745.86 3,754.14 Page 1 of 3 Agenda item #7e Page 3of15 Clothing and Uniforms 1,600.00 1,500.00 1,463.52 36A8 Personal Safety Equipment 1,000.00 800.00 907.52 (107.52) Fertilizer and Herbicides 135,500.00 53,100.00 25,091.44 28,008,56 Other Repairs and Maintenance 1,500.00 1,100.00 1,088.40 11.60 Other Operating Supplies and Equipment 2,500.00 2,300.00 4,07&01 (1,778.01) Total Water Management Field Operating $ 746,307.00 $ 530,600.00 $ 460,324.19 $ 70,275.81 Right of Way Beautification - Administration Payroll Expense Emergency Repairs and Maintenance IT Capital Office Automation Other Contractural Services Telephone Postage Rent Buildings/Equipment/Storage Insurance - General Printing, Binding and Copying Clerk's Recording Legal Advertising Office Supplies General Training and Education (Tuition Reimb.) Total Right of Way Beautification Admin Operating Right of Way Beautification - Field Operations Payroll Expense* (increased for 3 new employees) IT Capital & Office Automation Emergency Maintenance and Repairs Recycled Water Use Pest Control Landscape Incidentals Other Contractural Services Temporary Labor* (BA $142,900 to Payroll) Cellular Telephone Electricity Trash and Garbage Motor Pool Rental Rent Equipment Insurance - General Insurance- Auto Building Repairs and Maintenance Fleet Maintenance and Parts Fuel and Lubricants Licenses, Permits, Training Tree Triming Clothing and Uniforms Personal Safety Equipment Fertilizer and Herbicides Landscape Maintenance/Mulch Landscape Materials Road/Pathway Repairs (Sharrows) Sprinkler Maintenance Painting Supplies Traffic Signs Minor Operating Equipment Other Operating Supplies Total Right of Way Beautification - Field operating $ 78,800.00 $ 65,700.00 $ 63,476.60 4,500.00 100.00 87.49 5,500.00 5,500.00 5,500.00 300.00 300.00 300.00 51,800.00 34,500.00 29,350.50 5,200.00 3,500.00 2,405.96 2,080.00 200.00 80.00 15, 800.00 14, 500.00 13, 73 & 55 500.00 500.00 500.00 2,300.00 - - 1,200.00 - - 1,200.00 300.00 212.41 2,000.00 1,800,00 2,074.04 8,500.00 6,400.00 2,266.98 $ 179,680.00 $ 133,300.00 $ 119,992.53 $ 1,199,300.00 $ 917,800.00 $ 915,003.91 14, 700.00 14,700.00 14,700.00 3,300.00 - - 131,200.00 78,700.00 75,185.97 1,000.00 - - 2,500.00 1,300.00 359.06 13,000,00 13,000.00 19, 307.75 447,100.00 343,900.00 341,465.49 4,500.00 3,000.00 2,088.75 8,500.00 5,700.00 1,700.69 16,500.00 3,200.00 2,743.24 200.00 - - 5,000.00 4,000.00 3,631.53 10, 300.00 10, 300.00 10, 300. 00 12,700.00 12, 700,00 12, 700,00 500.00 500.00 656.06 80,100.00 60,100.00 59,685.75 37,500.00 31,300.00 27,561,67 11700.00 900.00 691.64 295,000.00 265,500.00 251,705.00 12,000.00 6,000.00 5,087.69 5,000.00 3,300.00 2,364.74 140,000.00 77,000.00 64,799.33 75,000.00 68,800.00 67,495.90 165,232.50 62,900.00 52,590.14 7,500.00 2,300.00 1,870.00 25,000.00 16,700.00 15,9 77.07 500.00 100.00 - 50,000.00 8,300.00 3,000.00 12,000.00 8,000.00 5,659.40 11,000.00 9,200.00 8,499.43 $ 2,787,832.50 $ 2,029,200.00 $ 1,966,830.21 $ 2,223.40 12.51 5,149.50 1,094.04 120,00 761.45 87.59 (274.04) 4,133.02 $ 13,307.47 2,796.09 3,514.03 940.94 (6,307.75) 2,434.51 911.25 3,999.31 456.76 368.47 (156,061 414.25 3,738.33 208.36 13,795.00 912.31 935.26 12,200.67 1,304.10 10, 309.86 430.00 722.93 100.00 5,300.00 2,340.60 700.57 62,369.79 Page 2 of 3 Agenda item #7e Page 4 of 15 Total Operating Expenditures $ 4,016,319.50 $ 2,953,600.00 $ 2,798,733.13 $ 154,866.87 Capital Expenditures: Water Management Operations Other Machinery and Equipment - Field $ - $ - $ - $ General - Admin 1,000.00 Total Water Management Field Operations Capital $ 1,000.00 $ - $ $ Right of Way Beautification Autos and Trucks $ 155,000.00 113,150.00 $ 110,447.13 $ 2,702.97 Other Machinery and Equipment 47,000.00 44,650,00 44,073.67 $ 576.33 General - Admin 1,000.00 - - $ - Total Right of Way Beautification - Field Capital $ 203,000.00 $ 157,900.00 $ 154,520.80 $ 3,279.20 Total Capital Expenditures $ 204,000.00 $ 157,800.00 $ 154,520.80 $ 3,279.20 Total Operating Expenditures $ 4,220,319.50 $ 3,111,400.00 $ 2,953,253.93 $ 158,146.07 Non -Operating Expenditures: Transfer to Fund 322 $ $ $ - $ Tax Collector Fees 124,400.00 80,900.00 78,321.16 2,578.84 Property Appraiser Fees 69,800.00 59,300.00 59,815.56 (515.56) Reserves (2 1/2 months for Contingencies) 438,200.00 - Reserves for Capital 180,000.00 Reserved for Attrition (27,200.00) - - - Total Non -Operating Expenditures $ 785,200.00 $ 140,200.00 $ 138,136.72 $ 2,063.28 Total Expenditures $ 5,005,519.50 $ 3,251,600.00 $ 3,091,390.65 $ 160,209.35 Net Profit/(Loss) $ - $ 1,793,819.50 $ 2,016,357.88 $ 222,538.38 Page 3 of 3 Agenda item #7e Page 5 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - July 310, 2018 Street Lighting Fund 778 - FY 2018 (Unaudited) Assets Current Assets Cash and Investments $ 1,531,659.27 Interest Receivable - Improvements, Vehicles & Equipment 50,038.56 Due from Tax Collector - Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received/Inventory Recv'd Accrued Wages Payable Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenue (Expenditures) Total Fund Balance Liabilities and Fund Balance $ 2,543.06 395.93 $ 1,245,132.75 333,626.09 $ 1,581,697.83 $ 1,581,697.83 2,938.99 $ 1,578,758.84 Total Liabilities and Fund Balance $ 1,581,697.83 Agenda item #7e Page 6 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - July 31, 2018 Street Lighting Fund 778 - FY 2018 (Unaudited) Annual YTD YTD Budget Budget Actual Operating Revenues: Carryforward Curent Ad Valorem Tax Transfer from Tax Collector Miscellaneous (i.e. Ins. Refunds, Surplus, et Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures: Street Lighting Administration Payroll Expense Indirect Cost & IT Automation Other Contractural Services Telephone Postage and Freight Rent Buildings/Equipment/Storage Insurance - General Printing, Binding and Copying Office Supplies General Tuition Reimbursement Other Operating Supplies Total Street Lighting Admin Operating Street Lighting Field Operations Payroll Expense Enginnering Fees IT Office Automation Emergency Maintenance & Repairs Other Contractual Services Temporary Labor Cellular Telephone Electricity Rent Equipment Insurance - General Insurance- Auto $ 1,188,100.00 $ 1,188,100.00 $ 1,188,100.00 $ 564,400.00 541,800.00 543,420,11 - - 31.50 4,252.98 (28,400.00) - - 2,500.00 2,083.33 14,368.78 $ 1,726,600.00 $ 1,731,983.33 $ 1,750,173.37 $ $ 77,900.00 $ 11,300.00 35,100.00 5,200.00 1, 500.00 15,400.00 400.00 800.00 $ 147,600.00 $ Variance 1,620.11 31.50 4,252.98 12,285.45 18,190.04 63,000.00 $ 62,389.42 $ 610.58 11,300.00 11,300.00 - 23,400.00 25,516.80 (2,116,80) 3,500.00 1,733.49 1,766.51 - (0.04) 0.04 12,800.00 13,090.31 (290.31) 400.00 400.00 - 500.00 349.82 150.18 114,900.00 $ 114,779.80 $ 120.20 $ 71,200.00 $ 61,800.00 $ 61,435.81 $ 364.19 20,000.00 - - - 200.00 200.00 200.00 - 9,600.00 - - - 800.00 600.00 486.75 113.25 41,000.00 30,800.00 27,437.91 3,362.09 1,500.00 1,300.00 1,545.14 (245,14) 30,000.00 25,000.00 25,629.25 (629.25) 1,800.00 630.00 - 630.00 900.00 900.00 900.00 - 900.00 900.00 900.00 - Page 1 of 2 Agenda item #7e Page 7 of 15 Building Maintenace & Repairs Fleet Maintenance and Parts Fuel and lubricants Other Equipment Repairs/Supplies Personal Safety Equipment Electrical Contractors Light Bulb Ballast Total Street Lighting Field Operating Total Street lighting Expenditures Capital Expenditures: Street Lighting Operations Other Machinery/Equipment General Improvements - Admin Total Capital Expenditures Total Operating Expenditures Non -Operating Expenditures: Tax Collector Fees Property Appraiser Fees Reserve for Future Construction* Reserves for Contingencies** Reserves for Capital Total Non -Operating Expenditures Total Expenditures Net Profit/(Loss) * $900,000 to Fund 322 for IRMA **$100,000 to Fund 322 for IRMA 500.00 100.00 21.17 78.83 10,700.00 8,000.00 1,870.44 6,129.56 800.00 700.00 725.33 (25.33) 500.00 400.00 416.23 (16.23) 800.00 600.00 511.56 88.44 62,200.00 - - - 136,800.00 33,900.00 27,939.12 5,960.88 $ 390,200.00 $ 165,830.00 $ 150,018.71 $ 15,811.29 $ 537,800.00 $ 280,730.00 $ 264,798.51 $ 15,931.49 $ 537,800.00 $ 280,730.00 $ 264,798.51 $ 15,931.49 $ 16,700.00 $ 11,700.00 $ 10,911.58 $ 788.42 10,700.00 $ - - - 900,000.00 $ 900,000.00 900,000.00 - 192,800.00 $ 100,000.00 100,000.00 - 68,600.00 - - - $ 1,188,800.00 $ 1,011,700.00 $ 1,010,911.58 $ 788.42 $ 1,726,600.00 $ 1,292,430.00 $ 1,275,710.09 $ 16,719.91 $ - $ 439,553.33 $ 474,463.28 $ 34,909.95 Page 2 of 2 Agenda item #7e Page 8 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - July 310, 2018 Capital Projects Fund 322 - FY 2018 (Unaudited) Assets Current Assets Cash and Investments $ 1,271,132.49 Interest Receivable - Improvements, Vehicles & Equipment 2,364,852.54 Due from Tax Collector - Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received Inv. Received Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Liabilities and Fund Balance $ 3,848.00 30,331.00 $ 1,114,205.68 2,487,600.35 $ 3,635,985.03 $ 3,635,985.03 34,179.00 $ 3,601,806.03 Total Liabilities and Fund Balance $ 3,635,985.03 Agenda item #7e Page 9 of 15 Operating Revenues: Carry Forward Transfer from Fund 778 SL Miscellaneous (Ins. Co. refund) Special Assessment Transfer from Tax Collector Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures: Irrigation & Landscaping Landscape Imp. Project (50066) Engineering Fees Other Contractural Services* Rent Equipment Sprinkler System Repairs Landscape Materials** Other Operating Supplies*** Sign Restoration Project (50103) Traffic Signs North Berm Restoration (50107) Improvements Lake Aeration (50108) improvements*** Field Site Improvements (50143) Improvements**** Hurrican Irma (50154) Other Contractural Srv.*/ Beach Renourishment (50126) Other Contractural Services Lake Bank Project (51026) Swale & Slope Maintenance Engineering Fees Landscape Materials Other Contractural Services Upgrade Irrigation System (51145) Improvements Total Project Expenditures Non -Operating Expenditures: Tax Collector Fees Property Appraiser Fees Rolled Project Funds Total Nan -Operating Expenditures: Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - July 31, 2018 Capital Projects Fund 322 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance $1,095,449.85 $1,095,449.85 $ 1,095,449.85 $ 1,095,449.85 $ 1, 000, 000.00 1, 000, 000.00 1, 000, 000.00 - - - 141,744.85 141,744.85 743,900.00 743,900.00 714,100.00 716,104.29 2,004,29 - - 37.63 37.63 (37,400.00) (37,400,00) - - 5,000,00 5,000.00 4,200.00 13,252.21 9,052.21 $ 1,806,949.85 $ 2,806,949.85 $ 2,813,749.85 $ 2,966,588.83 $ 152,938.98 $ $ 38,211.32 $ 1,000.00 $ 939.75 $ 60.25 164,050.42 $ 114,800.00 107,829.00 6,971.00 1, 8 0 0.00 1,800.00 1,800.00 - 175,000.00 165,224,55 115,700.00 114,370.75 1,329.25 - 325.52 - - - - 20,971.00 - - 50,000.00 50,000.00 - - - 104,588.00 - - 40,000.00 25,487.91 - - - - 1,290,904.11 322,700.00 265,899.74 56,800.26 220,500.00 478,883.89 - 406.17 - - - 52,749.77 34,300.00 6,621.25 27,678.75 178.00 - - - 100,000.00 156,316.24 - - - 116,000.00 226,852.95 215,500.00 205,318.81 10,181.19 $ 701,500.00 $ 2,776,949.85 $ 805,800.00 $ 702,779.30 $ 103,020.70 $ 20,000.00 $ 20,000.00 $ 15,000.00 $ 14,322.01 $ 677.99 10,000.00 10,000.00 10,000.00 10,109.68 (109.68) 1,075,449.85 - - - - $ 1,105,449.85 $ 30,000.00 $ 25,000.00 $ 24,431.69 $ 568.31 Page 1 of 2 Agenda item #7e Page 10 of 15 Total Expenditures $ 1,806,949.85 $ 2,806,949.85 $ 830,800.00 $ 727,210.99 $ Net Profit/(Loss) $ - $ (0.00) $ 1,982,949.85 $ 2,239,377.84 $ OMB Transfer $100K to IRMA 50154.1 ** OMB Transfer $140K to IRMA 50154.1 ***OMB Transfer $2,372.23 to Aeration ****OMB Transfer $50K to IRMA 50154.1 ***** LOAN FROM 778 to IRMA 50154.1 for $1M 103,589.01 256,427.99 Page 2 of 2 Agenda item #7e Page 11 of 15 Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received/Inventory Recv'd Accrued Wages Payable Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Total Liabilities and Fund Balance Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - July 310, 2018 Clam Bay Fund 320 - FY 2018 (Unaudited) Assets $ 128,349.43 216,100.16 $ 344,449.59 $ 344,449.59 Liabilities and Fund Balance 2,962.00 $ 107,392.53 234,095.06 $ 2,962.00 $ 341,487.59 $ 344,449.59 Agenda item #7e Page 12 of 15 Operating Revenues: Carry Forward Special Assessment Transfer from Tax Collector Miscellaneous Income Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures: Clam Bay Restoration Engineering Fees Other Contractural Services Tree Trimming Other Equipment Repairs Aerial Photography Minor Operating Other Operating Supplies Total Clam Bay Restoration Clam Bay Ecosystem Engineering Fees Licenses and Permits Other Contractual Services Total Clam Bay Ecosystem Capital Expenditures; Clare Bay Restoration Other Machinery and Equipment Total Capital Expenditures Total Operating Expenditures Pelican Bay Services Municipal Services Taxing Unit Income Statement wl Budget - July 31, 2018 Clam Bay Fund 320 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance $ 91,858.93 $ 91,858.93 $ 91,858.93 $ 91,958.93 $ - 160,500.00 160,500.00 154,100.00 154,613.43 513.43 - - 8.12 8.12 (8,100.00) (8,100.00) - - - 500.00 500.00 400.00 1,713.17 1,313.17 $ 244,758.93 $ 244,758.93 $ 246,358.93 $ 248,193.65 $ 1,834.72 $ 87,900.00 $ 114,012.66 $ 57,000.00 $ 37,654.63 $ 19,345.37 44,100.00 50,681.89 $ 40,500.00 - 40,500.00 34,000.00 24,790.00 $ 24,800.00 86,417.50 (61,617.50) - 1,577.77 $ 1,577.77 1,121.32 456.45 7,500.00 26,608.60 $ 8,000.00 7,600.00 400.00 - 9,688.01 $ 2,400.00 - 2,400.00 - 2,000.00 $ 500.00 - 500.00 $ 173,500.00 $ 229,358.93 134,777.77 $ 132,793.45 $ 1,984.32 $ - $ 8,400.00 $ - $ - $ - $ $ - $ 173,500.00 $ 8,400.00 237,758.93 $ $ - $ - 134,777.77 $ 132,793.45 $ - $ 1,984.32 Page 1 of 2 Agenda item #7e Page 13 of 15 Non -Operating Expenditures: Tax Collector Fees $ 4,500.00 $ 4,500.00 $ 3,375.00 $ 3,092.26 $ 282.74 Property Appraiser Fees 2,500.00 2,500.00 2,250.00 2,182.77 67.23 Rolled Project Funds 64,258.93 - - - - Reserves for Contingencies - - - - - Total Non -Operating Expenditures $ 71,258.93 $ 7,000.00 $ 5,625.00 $ 5,275.03 $ 349.97 Total Clam Bay Expenditures $ 244,758.93 $ 244,758.93 $ 140,402.77 $ 138,068.48 $ 2,334.29 Net Profit/(Loss) $ - $ - $ 105,956.16 $ 110,125.17 $ 4,169.01 Page 2 of 2 Agenda item #7e Page 14 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - July 31, 2018 Clam Bay Ecosystem Fund 111- FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Fund 111 Distribution $ 150,000.00 $ 193,860.00 $ 193,860.00 $ 193,860.00 $ - Total Operating Revenues $ 150,000.00 $ 193,860.00 $ 193,860.00 $ 193,860.00 $ - Operating Expenditures: Clam Bay Ecosystem Other Contractural Services $ 150,000.00 $ 193,860.00 $ 97,500.00 $ 90,094.49 $ 7,40551 Total Clam Bay Dreging $ 150,000.00 $ 193,860.00 $ 97,500.00 $ 90,094.49 $ 7,405.51 Capital Expenditures: Clam Bay Restoration Improvements General $ - $ - $ - $ - $ - Total Capital Expenditures $ - $ - $ - $ - $ - Total Operating Expenditures $ 150,000.00 $ 193,860.00 $ 97,500.00 $ 90,094.49 $ 7,405.51 Net Profit/(Loss) $ - $ - $ 96,360.00 $ 103,765.51 $ 7,40551 Agenda item #7e Page 15 of 15 Operating Revenues: Foundation Sand Payment* Fund 195 Distribution Total Operating Revenues Operating Expenditures: Clam Pass Dredging (88032) Engineering Fees Other Contractual Services Licenses and Permits General Improvements Total Clam Pass Dredging Pelican Bay Beach (90070) Improvements General Total Capital Expenditures Total Clam Bay Expenditures Net Profit/(Loss) *Funds belong to TDC Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - July 31, 2018 Clam Pass Dredging Fund 195/88032.1 - FY 2018 (Unaudited) Adopted Budget Amended YTD YTD Budget Budget Actual Variance - - $ (25,760.00) $ $ 457,920.27 $ 434,500.00 $ 434,500.00 $ $ 457,920.27 $ 434,500.00 $ 434,500.00 $ $ - $ 1,566.25 $ 1,566.25 $ 49,653.00 $ (48,086.75) $ - $ 21,854.02 $ 21,854.02 $ 265,309.01 $ (243,454.99) $ - $ - $ 2,112.40 $ (2,112.40) - 434,500,00 304,200.00 - 304,200.00 $ - $ 457,920.27 $ 327,620.27 $ 317,074.41 $ 10,545.86 $ - $ 457,920.27 $ 327,620.27 $ 317,074.41 $ 10,545.86 $ - $ - $ 106,879.73 $ 117,425.59 $ 10,545.86 Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Property Appraiser Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Accrued Wages Payable Goods Received/Inventory Recv'd Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Total Liabilities and Fund Balance Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - August 31, 2018 Operating Fund 109 - FY 2018 (Unaudited) Assets $ 2,139,344.31 670,892*79 $ 2,810,237.10 $ 2,810,237.10 Liabilities and Fund Balance $ 30,208.07 60,486,39 $ 90,694.46 $ 1,413,580.14 11305,962,50 $ 2,719,542.64 2,810,237.10 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Operating Fund 109 - FY 2018 - (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 1,135,419.50 $ 1,135,419.50 $ 1,135,419.50 $ - Special Assessment- Water Management Admin 1,010,800.00 970j400.00 973,712.54 3,312.54 Special Assessment - Right of Way Beautification %0561500.00 2,934,200.00 2,944,606.39 10,406,39 Plan Review Fees - - - - Miscellaneous (Surplus Sales, Ins. Refunds) - - 29,112,35 29,112.35 Revenue Reserve (est. 5%) (203j700.00) - - - Interest 6,500.00 5,400.00 31,428,88 26,028.88 Total Operating Revenues $ 5,005,519.50 $ 51045,419,50 $ 5,114,279.66 $ 68,860.16 Operating Expenditures: Water Management Administration Payroll Expense $ 77,200.00 $ 68,900.00 $ 67,058,64 $ 1,841.36 Emergency Maintenace and Repairs %500.00 - - - ITDirectCapital 1,200.00 11200,00 11200,00 - IT Office Automation/Billing Hr. 7,600.00 7,600.00 7,500.00 100,00 Indirect Cost Reimbursement 119,200.00 119,200,00 11%200.00 - Inter Payment/Mnt. Site Ins. Assessment 13,600,00 13,600.00 13,600.00 - OtherContracturalServices 51,000.00 380300.00 32,912.75 5,387.25 Telephone 50200.00 4,300,00 20601,90 1,698.10 Postage and Freight 11200,00 1,200.00 11011,75 188,25 Rent Buildings and Equipment 14,600.00 14,600.00 13,830,48 769,52 Insurance -General 900.00 900,00 900,00 - Printing, Binding and Copying 1,800.00 900,00 161.48 738,52 Clerk's Recording Fees 11000,00 500,00 - 500,00 Legal Advertising 11000,00 11000,00 162,93 837.07 Other Office and Operating Supplies 1,500.00 1,500.00 1,860.07 (360.07) Training and Education (Tuition Reimb.) 2,000.00 1,300,00 366,67 933,33 Total Water Management Admin Operating $ 3024500.00 $ 2754000.00 $ 262,366.67 $ 12,633.33 Water Management Field Operations Payroll Expense $ 149,000.00 $ 136,400.00 $ 134,575.37 $ 1,824.63 Engineering Fees 116,969.00 97,500.00 63,873.95 33,626.05 IT Office Automation 400,00 400,00 400.00 - Flood Control Berm and Swale Mntc. 430000.00 43,000.00 44,095,00 (1,095.00) Flood Control Replanting Littorals 8,500.00 4,300.00 (2,923.86) 7,223.86 Flood Control Water Quality Testing Supplies 3,500.00 %500.00 34500.00 - Interdepartmental Payment (Water Quality Lab) 1%000.00 19,000.00 22,751.62 (31751,62) Plan Review Charges 1,500.00 11300,00 1,200.00 . 100,00 Other Contractural Services 11,700.00 71800,00 1,844.38 5,955.62 Temporary Labor 78,600.00 720100,00 67,085.07 51014,93 Cell Phones 1,800.00 1,700.00 11569,55 130,45 Trash and Garbage 5,500.00 %200.00 11652,06 1,547.94 Motor Pool Rental Charge - - - - Insurance - General 21800,00 2,800.00 2,800.00 - Insurance - Auto 1,000.00 10000.00 10000,00 - Building Repairs & Mntc. 500,00 500,00 486,20 13.80 Fleet Maintenance and Parts 2%300.00 24,400.00 18,897.88 51502,12 Fuel and Lubricants 11800,00 1,700.00 1,521.73 178,27 Tree Triming 129,338,00 1290300,00 125,445.86 %854.14 Page 1 of 3 Clothing and Uniforms 1,600.00 1,500.00 1,850.14 (350,14) Personal Safety Equipment 11000,00 900.00 907,52 (7,52) Fertilizer and Herbicides 135,500.00 61,000.00 27,055.36 33,944.64 Other Repairs and Malmenance 10500.00 1,400.00 1,088.40 311,60 Other Operating Supplies and Equipment 20500,00 24500,00 4,216.54 (1,716.54) Total Water Management Field Operating $ 746,307.00 $ 617,200.00 $ 524,892.77 $ 92,307.23 Right of Way Beautification -Administration Payroll Expense $ 78,800.00 $ 70,600.OD $ 68,431.58 $ 2,168.42 Emergency Repairs and Maintenance 40500,00 100.00 87,49 12.51 IT Capital 54500,00 5,500.00 5,500.00 - Office Automation 300.00 300,00 300,00 - Other ContracturalServices 51,800.00 38,900.00 31,724,50 7,175.50 Telephone 50200,00 3,900.00 2,644.46 1,255.54 Postage 21080,00 1,400.00 1,153.29 246,71 Rent Buildings/Equipment/Storage 150800.00 150800,00 15,061.41 738,59 Insurance -General 500,00 500,00 500,00 - Printing,BindingandCopying 20300,00 1,000,00 487.13 512.87 Clerk's Recording 1,200.00 900,00 783,50 116,50 Legal Advertising 1,200.00 600,00 293,56 306.44 Office Supplies General 2,DOD.00 2,000.00 2,106.33 (106,33) Training and Education (Tuition Reimb.) 80500,00 6/400400 20810,99 3,589.01 Total Right of Way Beautification Admin Operating $ 179,680.00 $ 147,900.00 $ 131,884.24 $ 16,015.76 Right of Way Beautification - Field Operations Payroll Expense' (Increased for 3 new employees) $ 1119%300.00 $ 984,900,00 $ 980,343.02 $ 4,556.98 IT Capital & Office Automation 14,700,00 14,700.00 14,700,00 $ - Emergency Maintenance and Repairs 3,300.00 - - - Recycled Water Use 131,200,00 87j500,OO 84,662.43 21837,57 Pest Control 1,000.00 - - - Landscape Incidentals 21500,00 1,700.00 649,85 10050.15 Other Contractural Services (Includes Goetz) 13,000,00 130000,00 36,947,75 (23,947,75) Temporary Labor* (BA$142,900 to Payroll) 447,100.00 370,000,00 362,713.85 7,286.15 Cellular Telephone 4,500.00 3,800.00 2,714.36 10085464 Electricity 81500,00 71100,00 1,960.50 50139.50 Trash and Garbage 16,500,00 6,100.00 20816.44 3,283.56 Motor Pool Rental 200,00 - - - Rent Equipment 51000,00 4,300.00 3,787.58 512.42 Insurance -General 10,300,00 10,300.00 10,300,00 - Insurance - Auto 12,700,00 12,700.00 12,700,00 - Building Repairs and Maintenance 500,00 500.00 660,24 (160,24) Fleet Maintenance and Parts 80,100,00 73,400,00 68,772.40 4,627.60 Fuel and Lubricants 37,S00.00 34,400.00 30j782.67 3,617.33 Licenses, Permits, Training 11700,00 1,100.00 515,84 584.16 Tree Triming 295,000.00 265,500.00 252,485.00 13,015.00 Clothing and Uniforms 12,000.00 7,100.00 61503,99 596,01 Personal Safety Equipment 51000,00 41200,00 2,364.74, 1,835.26 Fertilizer and Herbicides 140,000,00 107,300,00 68,912.03 38,387,97 Landscape Maintenance/Mulch 75,000,00 75,000,00 790012,80 (4,012.80) Landscape Materials 1650232.50 720400,00 66,545.14 51854,86 Road/Pathway Repairs (Sharrows) 7,500.00 2,300.06 1,870.00 430.00 Sprinkler Maintenance 25,000,00 180600.00 17,452.90 1,147.10 Painting Supplies 500,00 100,00 - 100,00 Traffic Signs 50,000.00 25,000.00 3,000.00 22,000,00 Minor Operating Equipment 12,000,00 10,000,00 61106,60 30893.40 Other Operating Supplies 11,000,00 10,100.00 %216.51 883,49 Total Right of Way Beautification -Field Operating $ 2,787,832.50 $ 20223,300.00 $ 2,128,496.64 $ 94,603.36 Page 2 of 3 Total Operating Expenditures $ 4,016,319.50 $ 3,26%200.00 $ 3,047,640.32 $ 2150559,68 Capital Expenditures: Water Management Operations Other Machinery and Equipment -Field - General - Admin 1,000.00 - Total Water Management Field Operations Capital $ 10000000 Right of Way Beautification Autos and Trucks $ 155,000,00 113,150,00 $ 110,447.13 $ 21702,87 Other Machinery and Equipment 47,000.00 44,650.00 44,073,67 $ 576.33 General -Admin 1,000.00 - $ - Total Right of Way Beautification - Field Capital $ 203,000.00 $ 1570800,00 $ 154,520.80 $ 3,279.20 Total Capital Expenditures $ 204,000.00 $ 157,800.00 $ 154,520.80 $ 31279,20 Total Operating Expenditures $ 4,220,319.50 $ 3,421,000.00 $ %202,161.12 $ 21%838.88 Non -Operating Expenditures: Transfer to Fund 322 $ - $ - $ - $ - Tax Collector Fees 124,400,00 80,900.00 78,354.17 2,545.83 Property Appraiser Fees 690800.00 59,300,00 5%815.56 (515.56) Reserves (2 1/2 months for Contingencies) 438,200.00 - - - Reserves for Capital 180,000,00 - - - Reserved for Attrition (27,200.00) - - Total Non -Operating Expenditures $ 7850200,00 $ 140,200.00 $ 138j169,73 $ 2,030.27 Total Expenditures $ 5,005,519.50 $ 3,561,200.00 $ 3,340,330.85 $ 220j869,15 Net Profit/(Loss) $ - $ 1,484,219.50 $ 11773,948,81 $ 289,729.31 Page 3 of 3 Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received/Inventory Recv'd Accrued Wages Payable Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenue (Expenditures) Total Fund Balance Total Liabilities and Fund Balance Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - August 31, 2018 Street Lighting Fund 778 - FY 2018 (Unaudited) Assets $ 1,514,035.08 49,406.16 Liabilities and Fund Balance $ 2,634.83 21929,98 $ 1,563,441.24 $ 1,563,441.24 5,564.81 $ 1,245,132.75 312,743,68 $ 11557,876443 $ 1,563,441.24 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Street Lighting Fund 778 - FY 2018 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 11188,100,00 $ 11188,100,00 $ 11188,100.00 $ Curent Ad Valorem Tax 564,400,00 541,800,00 543,579.63 11779,63 Transfer from Tax Collector - 31.50 31.50 Miscellaneous (Le. Ins. Refunds, Surplus, et 4/252498 41252,98 Revenue Reserve (est. 5%) (280400,00) Interest 2,500.00 2,291.67 16,564,31 14,272.64 Total Operating Revenues $ 117261600.00 $ 11732,191.67 $ 11752,528.42 $ 201336.75 Operating Expenditures: Street Lighting Administration Payroll Expense $ 77,900.00 $ 67,900.00 $ 67,198.52 $ 701.48 Indirect Cost & IT Automation 11,300,00 11,300.00 11,300,00 Other Contractural Services 35,100,00 29,300.00 27,890,80 11409,20 Telephone 51200,00 41300,00 11904,69 21395,31 Postage and Freight 11500,00 400.00 (0.04) 400.04 Rent Buildings/Equipment/Storage 151400.00 14,100,00 14,436,58 (336,58) Insurance -General 400.00 400.00 400.00 Printing, Binding and Copying - - Office Supplies General 800.00 600.00 429.98 170.02 Tuition Reimbursement Other Operating Supplies - Total Street Lighting Admin Operating $ 247,600.00 $ 128,300.00 $ 1231560.53 $ 41739.47 Street Lighting Field Operations Payroll Expense $ 71,200.00 $ 661500.00 $ 65,960,11 $ 539.89 Enginnering Fees 20,000.00 IT Office Automation 200.00 200.00 200.00 Emergency Maintenance & Repairs 91600,00 Other Contractual Services 800.00 700.00 626.57 73.43 Temporary Labor 411000.00 34,200,00 29,724,87 41475A3 Cellular Telephone 11500,00 11400,00 11625,14 (225.14) Electricity 30,000,00 27,500,00 301450.70 (2,950.70) Rent Equipment 11800,00 630.00 630.00 Insurance -General 900.00 900.00 900.00 Insurance -Auto 900.00 900.00 900.00 Page 1 of 2 Building Maintenace & Repairs Fleet Maintenance and Parts Fuel and Lubricants Other Equipment Repairs/Supplies Personal Safety Equipment Electrical Contractors Light Bulb Ballast Total Street Lighting Field Operating Total Street Lighting Expenditures Capital Expenditures: Street Lighting Operations Other Machinery/Equipment General Improvements - Admin Total Capital Expenditures Total Operating Expenditures Non -Operating Expenditures: 500.00 100.00 32.99 67.01 10,700.00 8,900.00 2,252.48 6,647.52 800.00 700.00 794.32 (94,32) 500.00 500.00 416.23 83.77 800.00 700.00 511.56 188.44 62,200.00 - - - 136,800.00 35,400.00 29,445.52 5,954.48 $ 390,200,00 $ 179,230.00 $ 163,840.49 $ 15,389.51 $ 537,800.00 $ 307,530,00 $ 287,401,02 $ 20,128,98 $ 537,800,00 $ 307,530.00 $ 287,401.02 $ 20,128.98 Tax Collector Fees $ 16,700.00 $ 11,700.00 $ 10,914.16 $ 785.84 Property Appraiser Fees 10,700,00 $ - - Reserve for Future Construction* 900,000.00 $ 900,000.00 900,000.00 Reserves for Contingencies** 192,800,00 $ 100,000,00 100,000.00 Reserves for Capital 680600,00 - - Total Non -Operating Expenditures $ 11188,800600 $ 1,011,700.00 $ 11010,914,16 $ 785,84 Total Expenditures $ 1,726,600.00 $ 1,319,230.00 $ 1,298,315.18 $ 20,914.82 Net Profit/(Loss) $ $ 412,961.67 $ 454,213.24 $ 41,251.57 * $900,000 to Fund 322 for IRMA **$100,000 to Fund 322 for IRMA Page 2 of 2 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - August 31, 2018 Capital Projects Fund 322 - FY 2018 (Unaudited) Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received Inv. Received Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Assets $ 1,250,432.63 2,313,634.99 Liabilities and Fund Balance $ 3,564,067.62 $ 3,564,067.62 $ 50,387.35 52,371,32 $ 102,758.67 $ 1,114,205.68 2,347,103,27 $ 3,461,308.95 Total Liabilities and Fund Balance $ 3,564,067.62 Operating Revenues: Carry Forward Transfer from Fund 778 SL Miscellaneous (Ins. Co, refund) Special Assessment Transfer from Tax Collector Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures: Irrigation & Landscaping Landscape Imp. Project (50066) Engineering Fees Other Contractural Services* Rent Equipment Sprinkler System Repairs Landscape Materials** Other Operating Supplies*** Sign Restoration Project (50103) Traffic Signs North Berm Restoration (50107) Improvements Lake Aeration (50108) Improvements*** Field Site Improvements (50143) Improvements"" Hurrican Irma (50154) Other ContracturalSrv.*/ Beach Renourishment (50126) Other Contractural Services Lake Bank Project.(51026) Swale & Slope Maintenance Engineering Fees Landscape Materials Other Contractural Services Upgrade Irrigation System (51145) Improvements Total Project Expenditures Non -Operating Expenditures: Tax Collector Fees Property Appraiser Fees Rolled Project Funds Total Non -Operating Expenditures: Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Capital Projects Fund 322 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance $1,095,449.85 $1,095,449.85 $ 1,095,449.85 $ 1,095,449.85 $ - 11000,000.00 1,000,000.00 1, 000, 000.00 - - - 141,744.85 141,744,85. 743,900.00 743,900A0 714,100,00 716,514.51 2,414.51 - - 37,63 37,63 (37,400,00) (37,400.00) - - 51000.00 5,000.00 4,600.00 15,219.92 10,619.92 $ 1,806,949.55 $ 2,806,949.85 $ 2,814,149.85 $ 2,968,966.76 $ 154,816.91 $ - $ 38,211.32 $ 1,000.00 $ 939.75 $ 60.25 - 164,050,42 $ 114,800,00 116,058,60 (11258,60) 11800,00 1,800,00 1,800.00 175,000.00 165,224,55 115,700.00 126,129.75 (10,429,75) - 325,52 - - - 20,971.00 - 50,000.00 50,000.00 Z0,000.00 18,781.00 1,219.00 - 104,588.00 - 40,000.00 25,487.91 - - 1,290,904.11 322,700.00 318,970.55 3,729.45 220,500.00 478,883.89 - - 406.17 - - - 52,749.77 34,300.00 25,213.46 9,086.54 178,00 1001000,00 156,316,24 - - - 116,000.00 226,852.95 215,500.00 205,318:81 10,181.19 $ 701,500.00 $ 2,776,949.85 $ 825,800.00 $ 813,211.92 1? 12,588.08 $ 20,000.00 $ 20,000.00 $ 15,000.00 $ 14,328.05 $ 671.95 10,000.00 10,000.00 10,000.00 10,109.68 (109.68) 1,075o449,85 - - $ 11105,449,85 $ 30,000.00 $ 25,000,00 $ 24,437.73 $ 562.27 Page 1 of 2 Total Expenditures $ 1,806,949.85 $ 21806,949,85 $ 850,800,00 $ 837,649.65 $ 13,150435 Net Profit/(Loss) $ - $ (0.00) $ 1,963,349.85 $ 2,131,317.11 $ 167,967,26 OMB Transfer $100K to IRMA 50154.1 ** OMB Transfer $140K to IRMA 5015401 ***OMB Transfer $2,372.23 to Aeration ****OMB Transfer $50K to IRMA 50154.1 ***** LOAN FROM 778 to IRMA 50154.1 for $1M Page 2 of 2 Current Assets Cash and Investments Interest Receivable Improvements, Vehicles & Equipment Due from Tax Collector Total Current Assets Total Assets Current Liabilities Accounts/Trade Payable Goods Received/Inventory Recv'd Accrued Wages Payable Total Liabilities Fund Balance Fund Balance - unreserved Excess Revenues (Expenditures) Total Fund Balance Pelican Bay Services Municipal Services Taxing Unit Balance Sheet - August 31, 2018 Clam Bay Fund 320 - FY 2018 (Unaudited) Assets $ 125,741.32 213,829.62 $ 339,570.94 $ 339,570.94 Liabilities and Fund Balance $ 107,392.53 232,178.41 $ 339,570.94 Total Liabilities and Fund Balance $ 339,570.94 Operating Revenues: Carry Forward Special Assessment Transfer from Tax Collector Miscellaneous Income Revenue Reserve (est. 5%) Interest Total Operating Revenues Operating Expenditures: Clam Bay Restoration Engineering Fees Other Contractural Services Tree Trimming Other Equipment Repairs Aerial Photography Minor Operating Other Operating Supplies Total Clam Bay Restoration Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Clam Bay Fund 320 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance $ 91,858.93 $ 91,858.93 $ 91,858.93 $ 91,858.93 $ - 16%500.00 160,500,00 154,100.00 154,702.00 602.00 8.12 8.12 (81100,00) (8,100.00) - 500.00 500.00 500.00 11979,79 1,479.79 $ 244,758.93 $ 244,758.93 $ 246,458.93 $ 248,548.84 $ 2,089.91 $ 87,900.00 $ 114,012.66 $ 57,000.00 $ 37,654.63 44,100.00 50,681.89 $ 40,500.00 - 34,000.00 24,790,00 $ 24,800.00 86,417.50 - 1,577.77 $ 1,577.77 11121,32 7,500.00 26,608,60 $ 81000,00 7,600.00 %688.01 $ 2,400.00 21000,00 $ 500.00 $ 173,500.00 $ 229,358.93 134,777.77 $ 132,793.45 $ 19,345.37 40,500,00 (61,617,50) 456.45 400.00 2,400.00 500.00 $ 1,984.32 Clam Bay Ecosystem Engineering Fees $ $ $ $ $ Licenses and Permits Other Contractual Services Total Clam Bay Ecosystem $ $ $ $ $ Capital Expenditures: Clam Bay Restoration Other Machinery and Equipment Total Capital Expenditures Total Operating Expenditures E� a - $ 173,500.00 $ 237,758.93 $ 134,777.77 $ 132,793.45 $ 1,984.32 Page 1 of 2 Non -Operating Expenditures: Tax Collector Fees $ 4,500.00 $ 4,500.00 $ 3,375.00 $ 3,093.56 $ 281.44 Property Appraiser Fees 2,500.00 21500,00 2,250.00 21182,77 67.23 Rolled Project Funds 64,258,93 Reserves for Contingencies - Total Non -Operating Expenditures $ 71,258.93 $ 7,000.00 $ 5,625.00 $ 5,276.33 $ 348.67 Total Clam Bay Expenditures $ 244,758.93I $ 244,758.93 $ 140,402.77 $ 138,069.78 $ 2,332.99 Net Profit/(Loss) $ $ $ 106,056,16 $ 110,479,06 $ 4,422.90 Page 2 of 2 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Clam Bay Ecosystem Fund 111 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Fund 111 Distribution $ 150,000,00 $ 193,860.00 $ 193,860.00 $ 193,860,00 $ Total Operating Revenues $ 150,000.00 $ 193,860.00 $ 193,860.00 $ 193,860.00 $ Operating Expenditures: Clam Bay Ecosystem Other Contractural Services $ 150,000,00 $ 193,860,00 $ 105,000,00 $ 100,861,24 $ 40138,76 Total Clam Bay Dreging $ 150,000.00 $ 193,860,00 $ 105,000.00 $ 100,861,24 $ 4,138.76 Capital Expenditures: Clam Bay Restoration Improvements General $ $ $ $ $ Total Capital Expenditures $ $ $ $ $ Total Operating Expenditures $ 150,000.00 $ 193,860.00 $ 105,000.00 $ 100,861.24 $ 4,138.76 Net Profit/(Loss) $ - $ - $„ 88,860.00 $ 92,998.76 $ 4,138.76 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/ Budget - August 31, 2018 Clam Pass Dredging Fund 195/88032.1 - FY 2018 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Foundation Sand Payment* $ $ (25,760,00) $ Fund 195 Distribution $ $ 457,920,27 $ 4341S00,00 $ 434,500.00 $ Total Operating Revenues $ 457,920.27 $ 434,500.00 $ 434,500.00 $ Operating Expenditures: Clam Pass Dredging (88032) Engineering Fees $ $ 1,566.25 $ 11566,25 $ 63,576,87 $ (62,010.62) Other Contractual Services $ $ 21,854,02 $ 21,854.02 $ 265,309.01 $ (243,454,99) Licenses and Permits $ $ $ 21112,40 $ (21112,40) General Improvements 434,500.00 325,900,00 - 325,900.00 Total Clam Pass Dredging $ $ 457,920.27 $ 349,320,27 $ 330,998.28 $ 18,321,99 Pelican Bay Beach (90070) Improvements General $ $ $ $ $ Total Capital Expenditures $ $ $ $ $ Total Clam Bay Expenditures $ $ 457,920.27 $ 349,320.27 $ 330,998.28 $ 18,321.99 Net Profit/(Loss) $ $ $ 85,179.73 $ 103,501.72 $ 1%321.99 "Funds belong to TDC Agenda item #8a Page 1 of 1 Clam Bay Update -September 2018 Clam Bay. ETE's work removing Irma -related debris from Clam Bay's waterways and hand -dug channels and the annual maintenance of hand -dug channels began in early May and was 90% complete by early July. PBSD staff engaged THA to evaluate ETE's work, and an update on this evaluation is expected at the Clam Bay Comm. meeting on September 6. Clam Pass. The tidal ratio report for July shows ratios at markers 4 and 14 above .7 which is very good. Copper. In 2012 FDEP determined that Clam Bay was impaired for copper, based on 12 of 25 (48%) water quality samples collected and analyzed by FDEP not meeting state standards for copper. In September 2013 PBSD stopped using copper sulfate in WM ponds and asked PB associations to do the same. Per the 2017 Annual Water Quality Report, only 16% of the water quality samples in Clam Bay did not meet state standards for copper. An acceptable percentage of samples not meeting the standard is 15% so PBSD has made remarkable progress in the last five years to reduce copper in Clam Bay. Thanks to all who contributed to this important work. Seven of 72 copper samples in Clam Bay from November 2017 through June 2018 exceeded FDEP standards, about 10%. An acceptable level of exceedances for 12 months is no more 15%. THA's recent copper sediment testing in Upper Clam Bay found the copper in the sediment to vary greatly throughout Upper Clam Bay rather than being concentrated in specific areas of Upper Clam Bay. Thus the report did not offer clues to a possible upland source of the higher copper levels in Upper Clam Bay. The Clam Bay Committee may recommend additional sediment testing in the future. Total phosphorus. Dr. Tomasko recommended that videos and/or photos of activity in the rookery in Upper Clam Bay and the approximate number of birds present be retained to document a possible source of phosphorus in Upper Clam Bay. ETE will try to provide this documentation. Using hydrogen peroxide in the swale east of the berm. Tim Hall said the following on this topic at the Clam Bay Committee meeting on July 12, 2018: "The negative impact is that the east side of the berm is part of water quality treatment and so the algae is actually taking up nutrients that could be going into the system. If you kill the algae, more nutrients are doing into Clam Bay which can be counterproductive." CH2MHill reports on upland water quality. This topic was discussed at the July Clam Bay Committee meeting. Tim Hall will seek additional input from Dr. Tomasko on this topic. Prepared by Susan O'Brien August 22, 2018 Agenda Item #8b Page 1 of 1 LANDSCAPE & SAFETY COMMITTEE REPORT 1. Travis Gossard, Collier County Director of Road Maintenance, informed the committee as to the pros and cons of thermoplastic applications of sharrows and painting of sharrows on roadways. His recommendations were: (1.) white painted sharrows - 20mil (2.) own our stencils = same image will be reproduced (3.) use grinder to remove old sharrow markings (4.) don't use black painted box with white sharrow over it (5.) thermoplastic markings are slippery when wet Staff will confer with our contractor and report back with a definitive plan and cost of reapplying sharrows on PB roads consistent with these county recommendations Mr. Gossard also indicated he would notify PBSD Administrator as to the place Gulf Park Dr. occupies in the county's resurfacing schedule. 2. The committee voted unanimously to recommend to the full board that the proposal Agnoli, Barber & Brundage presented be adopted and that funds not to exceed $40,000. be allotted for their sidewalk analysis. PBSD Administrator, Neil Dorrill, will confer with the county to determine a funding process and/or how much the county will participate in the replacement of Pelican Bay's sidewalk system. 3. The committee voted unanimously to approve the US 41 Berm restoration plan presented by Landscape Architect, Ellin Goetz, with the addition of an additional plan for the Ridgewood Park perimeter adjacent to US 41 (committee member, Mr. Peter Griffith asked for this supplemental addition). 4. The committee voted unanimously to ask the county to make the intersection of US 41 and Gulf Park Dr. a "RIGHT TURN ONLY" lane when exiting Pelican Bay (going eastbound on Gulf Park). The next L&S Mtg. will be on Sept. 20, 2018 at 1:00 PM in the Pelican Bay Community Center. Submitted By: Dr. Joe Chicurel, Chair PBSD Landscape & Saftey Cte. Agenda item #8b-1 Page 1 of 3 August 3, 2018 Via email to Lisa.Jacob@colliercountyflgov Lisa Jacob, Project Manager Collier County Pelican Bay Services Division 801 Laurel Oak Drive, Suite 302 Naples, FL 34108 Re: Pelican Bay Services Division — Pelican Bay Sidewalk Analysis Collier County Contract No. 13-6164 "County Wide Engineering Services" ABB PN 18-0086 Dear Ms. Jacob: At your request, Agnoli, Barber & Brundage, Inc. is pleased to submit this proposal to render professional services for engineering consulting services on the above -referenced project. Agnoli, Barber & Brundage, Inc., hereinafter referred to as ABB, proposes to provide Collier County the professional services outlined in Exhibit "A" attached. Since the basis of the contract is time and materials, a copy of our current Schedule B Rate Schedule is also included. This proposal is under the Terms and Conditions of the County Contract 13-6164. Work shall be complete within ninety (90) days from the date of the Notice to Proceed. We hope that this proposal satisfactorily responds to your request. Sincerely, AGNOLI, BARBER & BRUNDAGE, INC. T,0M (3GWbeIr Thomas D. Barber, AICP Planning Director TDB/drr Attachments Agenda item #8b-1 Page 2 of 3 Exhibit "A" AGNOLI, BARBER & BRUNDAGE, INC. Pelican Bay Services Division Pelican Bay Sidewalk Analysis FEE PROPOSAL - Time and Materials Tasks COLLIER COUNTY CONTRACT 13-6164 August 3, 2018 The purpose of this work is to estimate the cost for replacement of the existing sidewalks within Pelican Bay and replace them with a 6' wide concrete path. ABB will prepare a sidewalk improvement plan in GIS to document physical boundaries such as trees, visible utilities and other structures. The report and proposed work will include the following services: A. Sidewalk GIS (Data Collection) Site visits to assess impact of sidewalk widening. Take photos of potential conflicts for path expansion. Prepare GIS data infrastructure to collect all of the pertinent information. B. Report and Cost Estimate ABB will prepare a report with recommendations for improvements to convert all sidewalks to concrete and widen to 6'. Cost estimates for those improvements will be provided and broken down by sections/streets. Estimated Man Hours: Category Hours Rate Total Senior Engineer 12 $ 157 $ 1,884 T/M Project Manager 60 $ 147 $ 8,820 T/M Senior Inspector 160 $ 96 $ 15,360 T/M Designer 40 $ 94 $ 3,760 T/M Clerical 32 $ 62 $ 1,984 T/M 304 $ 31,808 Reimbursable Expenses (per Contract): $ 500 Total Estimated Budget: $ 32,308 T/M T/M= Time and Materials. Billings will be based on actual time and materials expended in accordance with our rate schedule. Budgets given are an approximate amount and will not exceed without prior authorization. Billings will be made on a percent of budget basis. Estimating Note: The hours and rates given above are provided for estimating purposes only. Actual time and materials may vary based on conditions encountered and the qualified personnel available at the time services need to be rendered. Agenda item #8b-1 Page 3 of 3 SCHEDULE B RATESCHEDULE Personnel Category Standard Hourly Rate Principal $206.00 Senior Project Manager $172.00 Project Manager $147.00 Senior Engineer $157.00 Engineer $123.00 Senior Inspector $96.00 Inspector $76.00 Senior Planner $139.00 Planner $110.00 Senior Designer $114.00 Designer $94.00 Environmental Specialist $109.00 Senior Environmental Specialist $134.00 Scientist/Geologist $93.00 Senior Scientist/Geologist $118.00 Marine Biologist/Hydrogeologist $110.00 Senior Marine Biologist/Hydrogeologist $138.00 Senior GIS Specialist $139.00 GIS Specialist $102.00 Clerical/Administrative $62.00 Senior Technician $85.00 Technician $72.00 Surveyor and Mapper $120.00 CADD Technician $81.00 Survey Crew — 2 man $130.00 Survey Crew — 3 man $161.00 Survey Crew — 4 man $189.00 Senior Architect $154.00 Architect $121.00 This list is not intended to be all inclusive. Hourly rates for other categories of professional, support and other services shall be mutually negotiated by Collier County and firm on a project by project basis as needed. . 1 y r A• } ' 1 _�� �1��r,, Y. �T fA r ' 9,P5 . Of IM jf d i Ar E do It Irv, 417 .114 AF _ i �� • e -' ra , ` 1 Al 4' Engineering Estimated Fill Lake # _ Order of Repair Primary Secondary Site Access Cost Site Access Conatrucfability (1 Survey,Design, PermitNn gr Required Basin # Repair Length(N) Wall Repair(N)Repair ft simple - 5 challenging) (Mobilization) Construction Observation, (# x (Access/5)) Certification Fees (40k + 7% (approx. percent of of cost) remediated lake bank needing fill)(Avg escarpment / 4') , ff ff i 1 35,0001 C orl P, r linaor 1 I 825! 300 I 3251 2001 5 I $ 35,0001 $ 32,782 30% y Totals & Averages 1 E1251 I 3251 200 I I mj� $ 24,7501 $ 90,000 $ 81,250$ 20,000 jP00 $ 81,250 1"M Average cost per year lake = $ Yearly Totals (includes, Engineering, fill & 20% Cost per Contingency) Linear Foot $ 413 O 538 28,378 $ 413 Site Access Cost Engineering Estimated Fill Lake # _ Order of Repair Critical Secondary Site Access Constructsu-sahilify (1 y,o estgn, Parmining, Required Basin # Repair Length (ff) Wall Repair (ff) Repair (ff) simple - 5 challenging) (Mobilization) Constuction Observationy(approx. percent of ($ x (Access/5)) Certification Fees (40k+7o remedisted lake bank of cast) needing fill)(Avg escarpment / W) 35,. Corr pu Urda n 1 I 8251 300 3251 — — 200 4 I $ 28,000 I $ 32,782 60% 8251 1 3251 200 Repair Repou— Yearly Totals (includes, Engineering, fill & 20% Cost per ip-Rop 8' Turf Mat Contingency) Linear Foot 'ILL (imported i so loo $ 49,500 $ 24,0001 $ 32,500 1 $ 13,000 $ 262 $ 49,500 $ 24,000 $ 32,5010 $ 13,000 $ Average cost per year lake = $ 17,978 $ 262 Agenda Item #8cii Pelican Bay Services Division Water Management Committee Meeting Page 1 of 1 August 14, 2018 Ms. Jacob commented on recent inspections of stormwater pipes by Envirowaste. She has not received any video footage from their completed work, nor has she received a proposal for additional work that was requested. Mr. Shepherd commented that he would like to include an estimate for inspecting and documenting all Pelican Bay stormwater piping as part of a possible PBSD/County debt financing package. This information would be used to request the associated repairs from the County Road & Bridge Dept. Mr. Dorrill commented that staff will (1) obtain an estimate of the total length of pipe within the six PB drainage basins from AB&B, and (2) contact the County Procurement Dept. to determine whether the PBSD can hire another pipe inspecting contractor, if the two County contractors are non -responsive. The committee requested that staff provide the video of the stormwater pipes, taken by Envirowaste, to the PBSD Board at the October board meeting. THE VALUE OF COLLECTION OF WATER CHEMISTRY DATA The committee discussed whether to continue spending $50,000 annually for the collection and analysis of water chemistry data from Pelican Bay lakes and decided to bring this issue to the PBSD Board at the October board meeting. ALTERNATIVES TO EXISTING BOAT RAMPS Not discussed II The meeting was adjourned at 2:13 p.m. 11 Tom Cravens, Chairman Minutes approved [ ] as presented OR [ I as amended ON I date