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Agenda 12/08/2020 Item #16A33 (Contract #20-7735 for the Whippoorwill Lane Marbella Lakes Drive Connection)
12/08/2020 EXECUTIVE SUMMARY Recommendation to approve the final ranking of design -build firms and to commence negotiations with the top -ranked team, Quality Enterprises USA, Inc., / Agnoli Barber & Brundage, Inc., for Request for Professional Services ("RPS") No. 20-7735, Design -Build Whippoorwill Lane Marbella Lakes Drive Connection. (Project No. 60219) OBJECTIVE: To obtain professional engineering and construction services for the Whippoorwill Lane Marbella Lakes Drive Connection project. CONSIDERATIONS: In 2018, the County initiated and completed the Whippoorwill Lane and Marbella Lakes Drive Interconnection Study (the "Study"). The Study introduced traffic calming concepts via roundabouts and added a traffic signal at the intersection of Livingston Road and Marbella Lakes Drive to the 2012 construction plans. The County presented the Study to the area communities and reached a general consensus on the proposed improvements. On April 9, 2019, the Board approved the Study under Agenda Item I ID. Staff initiated the preliminary development of the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project shortly after the Board's approval of the Study, including the procurement process that is subject of this Executive Summary. On May 1, 2020, the Procurement Services Division issued notice of RPS # 20-7735, Design -Build of Whippoorwill Lane Marbella Lakes Drive Connection, to twenty-two thousand four hundred seventeen (22,417) firms. Ninety-five (95) firms viewed the RPS solicitation, and the County received proposals from the following three (3) firms by the July 6, 2020 due date: Ajax Paving Industries of Florida, LLC. / Kisinger Campo & Associates, Corp. Quality Enterprises USA, Inc. / Agnoli Barber and Brundage, Inc Wright Construction Group, Inc. / Stantec Consulting Services Inc. All proposers were found to be responsive and responsible. A selection committee met on July 17, 2020, scored each of the proposals, and shortlisted all three firms to move on to step 2, presentations. On October 23, 2020, the selection committee reconvened for the step 2 and ranked the firms as follows: Name of Firm Selection Committee Final Ranking Quality Enterprises USA, Inc. / Agnoli Barber and Brundage, Inc. 1 Ajax Paving Industries of Florida, LLC / Kisinger Campo & Associates, Corp. 2 Wright Construction Group, Inc. / Stantec Consulting Services Inc. 3 Staff recommends approving the final ranking and requests that the Board authorize staff to begin contract negotiations with the top -ranked team, Quality Enterprises USA, Inc. / Agnoli Barber and Brundage, Inc. If an agreement cannot be reached with the top -ranked firm, staff will continue negotiating with the remaining firms in their above ranked order until a proposed agreement can be brought back for the Board's consideration. Packet Pg. 1827 12/08/2020 FISCAL IMPACT: Approval of this item does not have a direct fiscal impact. The estimated cost of the subsequent project is $4,720,450; funds are available in Project 60219. Source of funding is impact fees. GROWTH MANAGEMENT IMPACT: The project is in conformance with the goals and objectives of the Transportation Element of the Growth Management Plan. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve the final ranking of design -build firms and to authorize staff to commence contract negotiations with the top ranked team, Quality Enterprises USA, Inc. / Agnoli Barber and Brundage, Inc. for RPS No. 20-7735, Design -Build Whippoorwill Lane Marbella Lakes Drive Connection, and in the event that staff is unable to reach an agreement with the top ranked firm, to continue negotiating with the remaining firms in their above ranked order until a proposed agreement can be brought back for the Board's consideration. Prepared by: Bee Thao, P.E, Sr. Project Manager, Transportation Engineering Division ATTACHMENT(S) 1.20-7735 - Design Build - Step 1 - Whippoorwill (PDF) 2.20-7735 - Design Build - Step 2 - Solicitation (PDF) 3.20-7735 - Final Ranking (PDF) 4.20-7735 - NORA - Executed (PDF) 5. [Linked] QE_RPS_20-7735,_Whippoorwill_Lane_Marbella_Lakes_Drive_Connection_Design- Buil (PDF) Packet Pg. 1828 16.A.33 12/08/2020 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.33 Doe ID: 14128 Item Summary: Recommendation to approve the final ranking of design -build firms and to commence negotiations with the top -ranked team, Quality Enterprises USA, Inc., / Agnoli Barber & Brundage, Inc., for Request for Professional Services ("RPS") No. 20-7735, Design -Build Whippoorwill Lane Marbella Lakes Drive Connection. (Project No. 60219 Meeting Date: 12/08/2020 Prepared by: Title: — Transportation Engineering Name: Bee Thao 11/03/2020 8:18 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 11/03/2020 8:18 AM Approved By: Review: Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Growth Management Department Judy Puig Level 1 Reviewer Procurement Services Sandra Herrera Additional Reviewer Transportation Engineering Jay Ahmad Additional Reviewer Transportation Engineering Marlene Messam Additional Reviewer Board of County Commissioners Jim Flanagan Additional Reviewer Growth Management Operations Support Christopher Johnson Growth Management Department Lisa Taylor Additional Reviewer Growth Management Department Bee Thao Deputy Department Head Review Growth Management Department Thaddeus Cohen Department Head Review County Attorney's Office Scott Teach Level 2 Attorney Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Laura Zautcke Additional Reviewer County Manager's Office Nick Casalanguida Level 4 County Manager Review Board of County Commissioners MaryJo Brock Meeting Pending Completed 11/03/2020 8:31 AM Completed 11/03/2020 9:44 AM Completed 11/03/2020 10:06 AM Completed 11/03/2020 10:13 AM Completed 11/03/2020 3:47 PM Completed 11/06/2020 9:02 AM Additional Reviewer Completed Completed 11/09/2020 9:59 AM Skipped 11/03/2020 7:55 AM Completed 11/10/2020 2:37 PM Completed 11/18/2020 8:37 AM Completed 11/18/2020 8:52 AM Completed 11/18/2020 9:43 AM Completed 11/19/2020 9:54 AM Completed 11/24/2020 10:43 AM 12/08/2020 9:00 AM Packet Pg. 1829 16.A.33.a Collier County Administrative Services Department Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) — STEP 1 In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR DESIGN -BUILD OF Whippoorwill Lane and Marbella Lakes Drive Connection Collier County, FL County Project No. 60219 RPS NO.: 20-7735 JIM FLANAGAN, PROCUREMENT MANAGER PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-8946 Jim.Flanagan@colliercountyfl.gov (Email) This solicitation document is prepared in a Microsoft Word format (Rev 8/7/2017). Any alterations to this document made by the Vendor may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 1830 INSTRUCTIONS TO PROPOSERS FOR INITIAL SUBMITTAL 16.A.33.a REQUEST FOR PROFESIONAL 20-7735 SERVICES (RPS) NUMBER: PROJECT TITLE: Whippoorwill Lane and Marbella Lakes Drive Connection PRE -PROPOSAL CONFERENCE: THERE WILL NOT BE A PRE -PROPOSAL CONFERENCE LOCATION: N/A PROPOSAL OPENING June 5, 2020, at 3:00 P.M DAY/DATE/TIME: PLACE OF PROPOSAL OPENING: PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: hLtps://www.bidsync.com/bidsync-cas/ INTRODUCTION As requested by the Transportation Engineering Division (herein after referred to as "Division"), the Collier County Board of County Commissioners Procurement Services Division (herein after referred to as "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Design Build Firms/Partnerships in accordance with the terms, conditions and specifications stated or attached. The Design -Build Firm (DBF), at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. The County is interested in receiving qualifications and proposals from experienced design -build teams for the design and construction of improvements to Whippoorwill Lane and Marbella Lakes Drive Connection (herein after referred to as "PROJECT"). The project is located on Whippoorwill Lane and Marbella Lakes Drive. The target substantial completion date is 465 calendar days from Notice to Proceed. Project budget, proposed location, estimated schedule and general project information are indicated in Scope of Work, Attachments, etc.. The project information included in this RPS-Initial Qualifications Submittal is preliminary in nature. More defmitive and detailed information will be provided during the second phase of the RPS. At the County's option, the services may be contracted to the extent required by the County. There is no contract guaranteed as a result of being shortlisted or top -ranked through this solicitation. All interested Proposers shall be required to comply with Florida Statute 287.055, Design -Build requirements. Proposers will also be required to comply with the County's Procedures for Contracting for Design -Build Services. All short-listed Proposers will be required to post a Proposal Bond at the second step of the RPS response and will be required to comply with all Collier County's Professional Services bonding and insurance requirements. The purpose of this background is to describe the scope of work and responsibilities of the Design -Build Firm (herein after referred to as "DBF") in connection with the preparation of the Request for Proposal package for the design and preparation of a complete set of construction plans and special provisions, if necessary, for: • Roadway improvements and extension to the transportation facilities describe herein. In April 2019, the Collier County Board of County Commissioners approved the conceptual layout for the Whippoorwill Lane and Marbella Lakes Drive Connection, which includes four traffic calming roundabouts. The County is in the process of acquiring right-of-way for the project in the locations specified in the conceptual drawings attached hereto. All right-of-way will be acquired prior to execution of the Contract. TERM OF CONTRACT 20-7735 Design -Build of "Whippoorwill Lane and Marbella Lakes Drive Connection" 2 Packet Pg. 1831 16.A.33.a The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and a of the final payment. Prices shall remain firm for the initial term of this contract. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK 0 U The intent of this Project is to connect Whippoorwill Lane to Marbella Lakes Drive while calming traffic via roundabouts and reduced lane widths. The new roadway geometry will be urban (curb and gutter) with divided and non -divided section of two, eleven -foot travel lanes (divided sections) or ten -foot travel lanes (non -divided sections), four roundabouts, a variable width raised median, a w five-foot wide concrete sidewalk on the west side of the roadway. This project will also include a new mast -arm signal system at the intersection of Livingston Road and Marbella Lakes Drive. 0 The DBF shall review the RPS Documents, Project corridor, and coordinate with all applicable permitting agencies to acquire the W required permits for the Project. Compliance with all Environmental requirements is the responsibility of the DBF. The stormwater system will be designed to meet the permitting requirements of the applicable permitting agencies. The County is anticipating a closed drainage system for the Project but to make sure all options have been considered, the DBF shall also consider J applying the Harvey Harper analysis, best management practices, open system, lateral ditches, shared use ponds, exfiltration, etc., or =_ a combination thereof, within or outside the existing right-of-way. 0 0 The project area includes existing facilities conveying surface water flows generated from the surrounding area, an overland flow- a way on the north -south segment and a conveyance ditch in the east -west segment. In addition to new roadway stormwater s management design, this project will include a regional hydraulic and hydrologic (H & H) analysis of these off -site inflows. This analysis will identify and model these flows in the pre -project condition and with all proposed improvements. The analysis will G ensure that all proposed project improvements will have no adverse impacts to existing, surrounding areas and stormwater , management systems served by these features. c Preliminary Right of Way/easement maps, sketches and descriptions, and topographic surveys have been established for the construction corridor limits. It is the responsibility of the DBF to ensure that all Project construction activities are conducted within the county -owned Right -of -Way limits. If additional property acquisitions are needed as part of this scope of works, the DBF is to = complete the right of way mapping and provide legal sketches and description for the additional property acquisitions. ii Roadway lighting will be incorporated with this project. The DBF shall analyze, document, and design roadway lighting in accordance w cm with all applicable FDOT manuals, guidelines, standards, handbooks, procedures, and current County lighting specifications. The documentation shall include structural calculations for concrete foundations if required, voltage drop calculations, and load analysis ... calculations. Landscaping will not be a part of the Project, but the County will require the DBF to prepare the median, including the roundabouts, and have them ready for future landscaping needs. The median preparation will include but not limited to the following: - 18" Median Backfill - 8" Irrigation Pipe Sleeves The DBF shall coordinate with the County's Project Manager to verify all required items for the median landscaping preparation process. Public Involvement will be part of this scope of work, and the DBF is expected to perform all activities required to communicate with all interested persons, groups, and government organizations regarding the development of the project. The selected consultant must have demonstrated qualification in FDOT work groups as follows: Major work groups include: 3.2, 7.1,7.2, and 7.3, Minor work groups include: 3.1,4.1.1,8.1, 8.2, 8.4 and 9.1 Project/Team Licenses required: FL Licensed Professional Engineer. FL business license, and General Contractor license REQUEST FOR PROFESSIONAL SERVICES (RPS) PROCESS 1.1 The selection process will involve a two-step proposal review to minimize Proposers' costs in preparing initial qualification 20-7735 Design -Build of "Whippoorwill Lane and Marbella Lakes Drive Connection" 3 Packet Pg. 1832 proposals and expediting the review process. The Proposers will initially submit a qualifications proposal (in res16.A.33.a this RPS - Initial Qualifications Submittal) based on the criteria in Section 4.0 Grading Criteria for Development of Shortlist, which will be the basis for short -listing no less than three (3) firms. The COUNTY will then issue an RPS - Step 2, which will include the Design Criteria Package, after which time the short- listed firms will submit final technical and pricing proposals and be invited for oral presentations. In Step 2 of the RPS, the COUNTY will invite the short-listed firms to propose a Guaranteed Maximum Price (GMP) and a guaranteed schedule, based on the Design Criteria Package and other contract documents. The GMP must include all design and construction costs. A Proposal Bond will be required during Step 2. Also, during Step 2 of the RPS process, other information, including but not limited to clarifying questions or interviews, may be requested and evaluated. The Proposers will need to meet the minimum requirements outlined in order for their proposal to be evaluated and scored by the COUNTY. The COUNTY will then produce a final ranking for approval by the Board of County Commissioners. Upon approval, the County will enter into negotiations with the top ranked firm. With successful negotiations, a contract will be developed with the selected firm, based on the GMP and technical components. 1.2 The COUNTY will use a Selection Committee in the RPS selection process. 1.3 The intent of the Step 1, scoring of the qualifications -based proposal, is for consultants to indicate their interest, relevant experience, financial capability, staffing and organizational structure. 1.4 Based upon a review of these qualification proposals, the top three (3) short-listed firms will be requested to submit Step 2, and to make oral presentations. 1.5 The scores from the RPS - Step 1 used for short -listing for this Project will not be carried forward for the Step 2 of this selection process. 1.6 The intent of the Step 2 is to submit final technical and pricing proposals and to provide the firms with a venue where they can conduct discussions with the Selection Committee to clarify questions and concerns before providing a final ranking. 1.7 If, in the sole judgment of the COUNTY, a contract cannot be successfully negotiated with the top -ranked firm, negotiations with that firm will be formally terminated and negotiations shall begin with the firm ranked second. If a contract cannot be successfully negotiated with the firm ranked second, negotiations with that firm will be formally terminated and negotiations shall begin with the third ranked firm, and so on. The COUNTY reserves the right to negotiate any element of the proposals in the best interest of the COUNTY. RESPONSE FORMAT AND GRADING CRITERIA FOR DEVELOPMENT OF SHORTLIST: 1.8 For the development of a shortlist, this evaluation criterion will be utilized by the COUNTY' S Selection Committee to score each proposal. Consultants are encouraged to keep their proposals concise and to include a minimum of marketing materials. Proposals must address the following criteria: STEP 1 Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 30 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 30 Points 4. Location 15 Points 5. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points Tie Breaker: In the event of a tie at final ranking, award shall be made to the proposer with the lower volume of work previously awarded. Volume of work shall be calculated based upon total dollars paid to the proposer in the twenty-four (24) months prior to the RFP submittal deadline. Payment information will be retrieved from the County's financial system of record. The tie breaking procedure is only applied in the final ranking step of the selection process. In the event a tie still exists, selection will be determined based on random selection by the Procurement Services Director before at least three (3) witnesses. Each criterion and methodology for scoring is further described below. ***Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non -responsive*** EVALUATION CRITERIA NO. 1: ABILITY OF PROFESSIONAL PERSONNEL (30 Total Points Available) 20-7735 Design -Build of "Whippoorwill Lane and Marbella Lakes Drive Connection" Packet Pg. 1833 This criterion measures the ability of professional team personnel as shown by their level of experience on projects o16.A.33.a type, size and complexity. This criterion measures how well the team is staffed to address all facets of the project. It measures how well the team is organized to deliver the project for the COUNTY. Preference will be given to teams with knowledge and experience with local construction and regulatory conditions and who demonstrate a strong commitment to team collaboration proximate to the project site. Preference will also be given to teams (both individual within the teams and the companies making up the team) that have worked together on successful delivery of similar projects. It measures the overall level of the team's qualifications to successfully complete the project. EVALUATION CRITERIA NO. 2: CERTIFIED MINORITY BUSINESS ENTERPRISE (5 Total Points Available) Submit certification with the Florida Department of Management Service, Office of Supplier Diversity as a Certified Minority Business Enterprise EVALUATION CRITERIA NO.3: PAST PERFORMANCE (30 Total Points Available) This criterion measures the professional team's past experience with projects similar in size, type and complexity as this project. The professional teams will be evaluated on their Design Build road extension projects of the size and scope of this project, including the experience the team members proposed on this project have together on the previous projects presented. Experience with all elements of the project scope as generally described herein will be evaluated, with specific emphasis on experience addressing the technical, community and project delivery categories. The professional team's minimization of change orders will be an important consideration. Preference will be given to Design Build road extension projects constructed within the last five (5) years in proximity to the proposed project. The County requests that the vendor submits no fewer than three (3) and no more than ten (10) completed reference forms from clients whose projects are of a similar nature to this solicitation as a part of their proposal. Provide information on the projects completed by the Proposer that best represent projects of similar size, scope and complexity of this project using form provided in Required Forms — Form 5 . Proposer may include two (2) additional pages for each project to illustrate aspects of the completed project that provides the PSC information to assess the experience of the Proposer on relevant project work. EVALUATION CRITERIA NO.4: LOCATION (15 Total Points Available) The professional team's approach to management and execution of work with respect to location of various key project team members will be evaluated under this criterion. The Proposer shall demonstrate from the project kick-off how they will establish the project location in order to manage day-to-day or on -site information collection and distribution between internal and external team members, and County staff, as well as other entities involved in the project. EVALUATION CRITERIA NO. 5: RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM (20 Total Points Available) This criterion measures the team's proposed resources for the project and their availability to complete all elements of this project with regards to the closeout of recent work, current workload, and projected projects that could impact the completion of this project. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)***" Attachment A — Required Forms (Proposers required to download from BidSync) Attachment B — Insurance Requirements Attachment C — Presentation Handouts — site overview NOTE: These concept plans are for information only and will not be used to develop the final construction documents or for submitting a bid. In Step 2, the technical package will be used to offer bid pricing. Attachment D — Design Schedule 60219 Whippoorwill Marbellla 042820 20-7735 Design -Build of "Whippoorwill Lane and Marbella Lakes Drive Connection" 5 Packet Pg. 1834 16.A.33.b Collier County Administrative Services Department Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) — STEP 2 In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR DESIGN -BUILD OF Whippoorwill Lane Marbella Lakes Drive Connection County Project No 60219 RPS NO.: 20-7735 JIM FLANAGAN, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-- Ji @colliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format. Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 1835 INSTRUCTIONS TO PROPOSERS FOR INITIAL SUBMITTAL 16.A.33.b REQUEST FOR PROFESSINAL 20-7735 SERVICES (RPS) NUMBER: PROJECT TITLE: Design Build of Whippoorwill Lane Marbella Lakes Drive Connection — STEP 2 — TECHNICAL AND PRICE PROPOSALS PRE -PROPOSAL CONFERENCE: LOCATION: Not applicable RPS OPENING DAY/DATE/TIME: September 15, 2020 n, 3:00 PM PLACE OF RPS OPENING: PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: hlWs://www.bidsync.com/bidsync-cas/ INTRODUCTION Through the issuance of this Request for Professional Services — Step 2 (RPS — Step 2), the Transportation Engineering Division Division (hereinafter, the "Division or Department"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") is hereby soliciting sealed Technical Proposals, Guaranteed Maximum Price (GMP), and Presentations for a contract to perform Design -Build of (Project). The issuance of this RPS - Step 2 is the second step in a two-step solicitation process for the Project. By utilizing a Design -Build (D-B) project delivery approach, the County expects to secure substantial benefits. These expected benefits include timely and efficient scheduling, optimal risk allocation, competitive design selection, innovation, clear assignment of performance responsibilities to a single contracting entity, long-term reliability, and life -cycle cost savings. Another expected benefit is the full integration of key design, construction, and quality assurance/quality control (QA/QC) personnel in all aspects of the Project. The intent in developing this RPS - Step 2 is to encourage the Proposers to provide the best solution for the Project, consistent with the Project goals and requirements as defined. Proposers should carefully review this RPS - Step 2 to ensure a clear understanding of the Project's needs, objectives, work scope, and requirements. Only the shortlisted firms from the Step 1 process are eligible to respond and those firms are listed below: Ajax Paving Industries of FL, Quality Enterprises USA, Inc Wright Construction Group, Inc BACKGROUND Why are these services required, describe the context that they have, or will be used? The purpose of this background is to describe the scope of work and responsibilities of the Design -Build Firm (herein after referred to as "DBF") in connection with the preparation of the Request for Proposal package for the design and preparation of a complete set of construction plans and special provisions, if necessary, for: • Roadway improvements and extension to the transportation facilities describe herein. In April 2019, the Collier County Board of County Commissioners approved the conceptual layout for the Whippoorwill Lane and Marbella Lakes Drive Connection, which includes four traffic calming roundabouts. The County is in the process of acquiring right-of-way for the project in the locations specified in the conceptual drawings attached hereto. All right-of-way will be acquired prior to execution of the Contract. 20-7735 Design Build Step — 2 Packet Pg. 1836 16.A.33.b DESIGN CRITERIA PROFESSIONAL The Design Criteria Professionals for this Project is Collier County, and the County has responsibility for developing and ensuring compliance with the Design Criteria Package for the Project. The Design Criteria Professional shall also provide assistance to the County as necessary in Project oversight, design reviews, construction monitormi , start-up assistance, and environmental compliance. All short-listed Proposers will be provided with the Design Criteria Package men "1"' which describes the minimum scope and required quality for design and construction of the project, and it also provides additional relevant information about the project. The Design Criteria Package generally provides for less than 30% completion level of the design documents and in no way is it represented as being final construction documents. The Design Criteria Package has not undergone regulatory review and it does not include all the details necessary to identify all materials and items to construct the project. It will be the Design -Builder's responsibility to develop complete construction documents with all necessary details commensurate with the scope and quality indicated in the Design Criteria Package and to meet all regulatory requirements. Each Proposer, by submitting a proposal, certifies that the Proposer acknowledges, understands and agrees that the Design Criteria Package and other project information provided do not constitute construction documents and do not reflect all of the design, permitting, regulatory, and construction requirements for the project, and that, notwithstanding the above, these documents are sufficient in all respects for purposes of the Proposer's preparation and submittal of its Proposal. Proposers are advised that in no event shall a Proposer include any employee of the firm listed above (nor any employee of Collier County) as part of its team for the Project. All communications with the County or Design Criteria Professionals regarding this procurement shall be in accordance with the applicable sections of this RPS - Step 2. PROCUREMENT OVERVIEW AND OBJECTIVES IL By utilizing a D-B project delivery approach, the County expects to secure substantial benefits. These expected benefits include efficient and cost-effective design, construction and operation, optimal risk allocation, competitive design selection, and clear assignment of performance responsibilities to a single contracting entity. Other expected benefits include the full and appropriately -balanced integration of key design, construction, and QA/QC personnel in all aspects of the Project development. The County's project objectives are to ensure: • An overall positive outcome and experience for the communities involved. • Environmental protection through compliance with all regulatory requirements. • Compliance with other performance guarantees identified in the Agreement. • Project completion on schedule. • A safe Project construction and operating environment. • Good neighbor attributes to adjacent properties in terms of noise, vibration, dust, odors, traffic, and lighting impacts. • Efficient and cost-effective design, permitting, and construction. • A high degree of coordination between the design, permitting, and construction elements. • Ease of operations and maintenance. • Consideration and ease of expandability. • A high degree of security for the Project Sites. • Construction of an aesthetically -pleasing Project. • Successful integration of work completed by others. The County desires to optimize creativity, cost -competitiveness and efficient delivery in the D-B process and will therefore provide some flexibility to Proposers with respect to the design and other applicable elements affected by the overall Program. Nevertheless, it is critical that proposed equipment and designs have been proven to meet the performance requirements of this RPS - Step 2. The proposed project will be subject to all required regulatory approvals including, but not limited to, the Florida Department of Environmental Protection (FDEP), the Southwest Florida Water Management District (SWFWMD), the United States Army Corps of Engineers (USAGE), and all applicable County and regulatory agencies policies and requirements. The County's schedule expects completion of the Project as noted in Attachment "2". These milestones are a key factor for implementation of the Project using the D-B procurement method. It is the County's intent to establish a working partnership among all Project participants - County staff, the Design Criteria Professional, and the Design -Builder. 20-7735 Design Build Step — 2 Packet Pg. 1837 16.A.33.b SERVICES SUMMARY The County believes the D-B procurement method will accomplish its objectives. To achieve the optimal benefit from this process, the County prefers that the Proposer's Project team be one that is a truly integrated team with a genuine, collaborative philosophy. Such a team would integrate the two prime roles of designer and builder. These prime roles would be integrated in a manner that supports collaboration and high performing team concepts. This team structure should share risk and reward, contain proper incentives, and allow for the routine conflict resolution of the issues that typically arise among these two prime roles. The Design -Builder shall provide the County with the following integrated D-B services: • Overall Project Coordination o Leadership, coordination and communications with internal and external entities to ensure project success o Community outreach, input and information to appropriately engage the community and County personnel, and ensure that overall needs are met o Coordination of activities that interface with other ongoing and planned County projects in the area and related to this Project • Design & Permitting: o Design of the project and all associated elements outlined o Comprehensive permitting of all elements of the project as described in the Design Criteria Package Construction: o Construction management and administration o Construction of the project and all on -site and off -site elements of the project as defined o Seamless maintenance of operations thorough coordination with all project team members o Completion of installation and start-up of all required equipment and systems as well as performance and acceptance tests (where applicable) o Completion of training of County personnel on individual systems and complete facility operation and maintenance requirements (where applicable) o Demolition and Repurposing of existing resources, including transfer to the County of Salvaged Equipment (where applicable) o Other requirements as mandated by the Agreement o Optional construction (where applicable) In providing these services the Design -Builder shall, at all times, comply with the following: • Design criteria and performance standards outlined in the Design Criteria Package • Measures set forth in all approved permits issued by relevant agencies • Design review/approval processes as detailed in this RPS - Step 2 • County and industry design and construction standards GRADING CRITERIA FOR DEVELOPMENT OF FINAL RANKING: For the development of a FINAL RANKING, this evaluation criterion will be utilized by the County's Selection Committee to score and rank each proposal. Consultants are encouraged to keep their proposals concise and to include a minimum of marketing materials. Proposals must address the following criteria: STEP 2 Evaluation Criteria Maximum Points 1. Technical Proposal 2. Guaranteed Maximum Price (GMP) 3. Oral Presentation 30 Points 50 Points 20 Points TOTAL POSSIBLE POINTS 100 Points Tie Breaker: In the event of a tie at final ranking, award shall be made to the proposer with the lower volume of work previously awarded. Volume of work shall be calculated based upon total dollars paid to the proposer in the twenty-four (24) months prior to the RFP submittal deadline. Payment information will be retrieved from the County's financial system of record. The tie breaking procedure is only applied in the final ranking step of the selection process and is invoked by the Procurement Services Division Director or designee. In the event a tie still exists, selection will be determined based on random selection by the Procurement Services Director before at least three (3) witnesses. 20-7735 Design Build Step — 2 Packet Pg. 1838 16.A.33.b Each criterion and methodology for scoring is further described below. EVALUATION CRITERIA NO. 1: TECHNICAL PROPOSAL (30 Total Points Available) The Proposer shall provide the appropriate information in accordance with the content requirements set forth in this RPS - Step 2. No reference to information or details of the Proposer's GMP shall be included in the Technical Proposal. Proposers are advised that, if selected, as part of the contract preparation phase, portions of the information contained in the Successful Proposal could be included or integrated in the Agreement as necessary. The County reserves the right to include (or exclude) any information submitted in the Proposal in the final Agreement. Section 1.0 - Transmittal Letter and Executive Summary_(8 pages max.) Together with its Proposal, the County must receive one original, fully executed Proposal Transmittal Letter from the Proposer acknowledging, among other things, that the Proposer has completely reviewed, understands, and agrees to be bound by the requirements of this RPS - Step 2 including all addenda. The transmittal letter shall also clearly note receipt of all addenda (by addenda numbers) and shall list the principal contact person for the Proposer, their phone number, email address, and street address. The Proposal Transmittal Letter shall be executed by a representative of the Proposer who is empowered to sign it and to commit the Proposer to the obligations contained in the Proposal. If the Proposer is a partnership, the Proposal shall be signed by one or more of the general partners. If the Proposer is a corporation, an authorized officer shall sign his or her name and indicate his or her title beneath the full corporate name. Anyone signing the Proposal as an agent shall file with it legal evidence of his or her authority to execute such Proposal. The Proposer shall submit a Project Executive Summary of the key aspects of the Proposal. The Project Executive Summary should briefly describe the Proposers understanding of the County's goals and objectives for the Project, provide notification of any changes to the Proposer's key team members, the Proposer's design -build delivery plan, an overview of the design and construction plans, noise and odor abatement, management of construction impacts to surrounding community, coordination of construction to minimize impact to maintenance of operations, construction traffic control plan, site security plans, public outreach concepts, innovative approaches to project design and/or delivery, demolition and restoration, and other significant aspects of the Proposal. Small scale graphics and architectural renderings of the new and restored site may be incorporated into the Project Executive Summary within the specified page limitations. Section 2.0 — Project Team Approach (10 pages max) This section of the Proposal shall describe the proposed approach the Proposer's Project Team will utilize to address all facets of the project. A written overview should outline team aspects of overall delivery of this project, addressing the team's approach to management, staffing and execution of the project with consideration given to the location of key resources to accomplish the work. This section should include details on how the design -build teams will address the significant personnel resources to complete the design and construction of the project and within the proposed schedule. The Proposer should illustrate to the County how resources will be assigned and managed to meet each phase and each major element of the project. A detailed project schedule should accompany the information provided to outline the major tasks, relationships between the tasks, the resource allocations by task, and considers all elements and requirements outlined in the Design Criteria Package and this RPS — Step 2. The Proposal shall include a Project Critical Path Method (CPM) schedule that presents the major activities necessary to implement the D-B Project. The schedule should commence with the Notice to Proceed with Design Date and extend to Final Completion, including distinct design, permitting, procurement, construction, etc. The Proposer should indicate proposed task start and finish dates and key interim milestones. Proposers shall also identify anticipated County actions and suggested County review periods during design. Proposer should discuss items that may impact the critical path and how these items will be mitigated. Proposers should recognize that the information provided in RPS — Step 1 was used as a basis for short -listing Proposers. Therefore, any changes in any information in the Proposer's submittal including but not limited to personnel, subcontractors, partners, and their personnel or financial capability of the Proposer, found to be unacceptable by the County may result in disqualification of the Proposer, or a deduction in points as deemed appropriate. Therefore, changes to the Proposer's project team, particularly the proposing entity, subcontractors, and personnel, unless it is viewed by the County as an enhancement to the Project Team, shall not be allowed in the step except for extenuating circumstances, such as corporate takeovers, buyouts, and other unforeseen 20-7735 Design Build Step — 2 Packet Pg. 1839 changes. If extenuating circumstances cause a change to the Proposer's team following shortlisting, the 16.A.33.b must be clearly identified in Section 3 of the Proposal, with a clear and complete explanation. Proposers may enhance their teams at any time prior to submission of Proposals by adding additional personnel and subcontractor members. Information on additional personnel will be included in the page limit for Section 3. Section 3.0 - Technical Information (no page limit) This section shall present the technical aspects of the Proposer's plan to implement the Project. The project design and construction plans shall be in sufficient detail so that the County can ascertain the Proposer's ability to comply with, the RPS — Step 2, including the Design Criteria Package and applicable regulatory requirements and industry standards. Proposal text, which provides an explanation of a rationale behind the design, including descriptions of the benefits of the proposed design shall be provided in narrative sections of the Proposal. The Proposer shall provide a clear and detailed description of the Project. All major components shall be described, including all infrastructure, site development, mitigation (if applicable), demolition and repurposing and any enhancements, access roads, and elements to address community impacts and permit requirements, as noted throughout the RPS. The Proposer shall outline all technical elements that shall be included in order to demonstrate compliance with the County standards and operational requirements. Enhanced technical features that meet the Design Criteria and that the Proposer feels enhance the value of the proposed Project, shall be described in this section of its Proposal. EVALUATION CRITERIA NO. 2: GUARANTEED MAXIMUM PRICE (50 Total Points Available) A Proposal submitted in response to this RPS - Step 2 shall contain a Guaranteed Maximum Price that fully conforms with and satisfies the format and content requirements described herein and on Guaranteed Maximum Price Form. The Guaranteed Maximum Price must be submitted separately in a sealed envelope and mail to: PROCUREMENT SERVICES DIVISION ATTN: Jim Flanagan 20-7735 - Design Build of W Lane Marbella Lakes Drive Connection 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 EVALUATION CRITERIA NO. 3: ORAL PRESENTATION (20 Total Points Available) All proposers invited to participate in this RPS — Step 2 will provide a thirty (30) minute oral presentation to the selection committee and allow for a fifteen (15) minute questions and answer period after. The content of the oral presentation must be applicable to the submittal for this step with no disclosure of the total Guaranteed Maximum Price. The proposer can discuss how the GMP was obtained; however, the final amount will be revealed at the time of scoring. 20-7735 Design Build Step — 2 6 Packet Pg. 1840 16.A.33.b Attachments: 20-7735 - Attachment A — Guaranteed Maximum Price Form 20-7735 - Attachment B — Proposal Bond Form 20-7735 — Attachment 1 — DB — Design Criteria Signed & Sealed 20-7735 — Attachment 2 — Design Schedule 60219 Whippoorwill Marbella 081220 20-7735 — DC Exhibit A - Whippoorwill PROJECT LAYOUT SHEET 20-7735 — DC Exhibit B - Whippoorwill CONCEPTUAL PLAN VIEW 20-7735 — DC Exhibit C - Whippoorwill CONCEPTUAL TYPICAL SECTIONS 20-7735 — DC Exhibit D - Whippoorwill CONCEPTUAL DRY TREATMENT - Green Blvd ROW 20-7735 — DC Exhibit D - Whippoorwill CONCEPTUAL STORM SECTIONS 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Appendix— I2_a_Final Median Backfill 3_20_08 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Appendix— 12_b_Median Backfill 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Appendix— 13_a_Unit Pavers 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Appendix_13_C_Exhibit—A_Brick_Paver_Det 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Irrigation Sleeve Sealing 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA - Pavers_GS 20-7735 — DC Exhibit E - LANDSCAPING CRITERIA- Irrigation & Electrical Sleeves 20-7735 — DC Exhibit F - EXHIBIT F Whippoorwill Ln Extension COST ESTIMATE 20-7735 — DC SFWMD ERP 111-00158 S-04 Supplemental Background Info — BCC Agenda 04-09-2019 Item #11D Supplemental Background Info — WL-MDL Interconnection Study — 03-15-19 Supplemental Background Info — WL-MDL Interconnection Study — Appendices — 03-15-19 Supplemental Background Info — WL-MDL Interconnection Study — Traffic Studies — 03-15-19 Supplemental Background Info — Whippoorwill — 070424012 Plans — 186802 NOTE: SUPPLEMENTAL BACKGROUND INFORMATION IS PROVIDED FOR HISTORIC REFERENCE ONLY. THERE IS NO ASSURANCE OF ITS CURRENT APPLICABILITY, VALIDITY OR ACCURACY. 20-7735 Design Build Step — 2 Packet Pg. 1841 16.A.33. c Coder County AdministraWe Services D \4sion P—ement Services Selection Committee Final Ranking Sheet RPS #: 20-7735 Title: Design Build - Step 2 - Whippoorwill Lane Marbella Lakes Drive Connection Step 1: Upon direction by the Procurement professional, the individual selection committee member should provide their scoring for Technical Proposal and Presentations. Step 2: The procurement professional will review the mathematically calculated final rank and discuss the rank order and determine if consensus is reached. Name of Firm Bee Than Dennis McCoy Lourdes Santiago Gary Putaansuu Paul Mattausch Total Guaranteed Maximum Price Total Overall Score Selection Committee Final Rank Quality Enterprises USA, Inc 45 45 46 40 n/a 176 $4,720,450.00 200.0 376.0 1.0000 Ajax Paving Industries of Florida, LLC 46 47 48 42 n/a 183 $4,943,559.22 190.5 373.5 2.0000 Wright Construction Group 41 40 43 37 n/a 161 $4,800,000.00 196.6 357.6 3.0000 Procurement Professional w JaWes TCanagv /// d i �L m Y R J O d c M J O O t2 Q t m i31 C Y c ca c LL 00 N Page 1 of 1 Packet Pg. 1842 DocuSign Envelope ID: 8F7192DB-194A-4ED3-B985-A1D76801AB1A,, A2X 001[iev County Administrative Services Department Procurement Services Division Notice of Recommended Award Solicitation: 20-7735 Title: Design Build of Whippoorwill Lane Marbella Lakes Drive Connection Bid Due Date and Time: October 6t", 2020 at 3:00 PM 16.A.33.d Respondents: Company Name City County ST Final Responsive/ Ranking Responsible Quality Enterprises USA, Inc., with Agnoli Naples Collier FL 1 YES/YES Barber and Brundage, Inc (ABB) Ajax Paving Industries of Florida, LLC. with Fort Myers Lee FL 2 YES/YES Kisinger Campo & Associates, Corp. (KCA) Wright Construction Group, with Stantec Fort Myers Lee FL 3 YES/YES Consulting Services Inc. Utilized Local Vendor Preference: Yes 0 No = N/A On May 1st, 2020 the Procurement Services Division issued notices of Request for Professional Services 20- 7735 Design Build of Whippoorwill Lane Marbella Lakes Drive Connection to twenty-two thousand four hundred seventeen (22,417) firms. Ninety-five (95) firms viewed the bid information and three (3) proposals were received by the due date of July 6, 2020. All three (3) proposers were found to be responsive and responsible. The Selection Committee met on July 17, 2020, and as described in step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted the following top three firms to move on to step 2: Ajax Paving Industries of Florida, LLC. Quality Enterprises USA, Inc. Wright Construction Group On October 23, 2020 the Selection Committee reconvened for Step 2, presentations were given, and the Committee ranked the firms as follows: Quality Enterprises USA, Inc. ranked as 1 Ajax Paving Industries of Florida, LLC ranked as 2 Wright Construction Group ranked as 3 Staff is recommending negotiating a contract with the top ranked firm, Quality Enterprises, Inc. Required Signatures DocuSigned by: Project Manager: Bee Thao 1 6u, ILM 10/28/2020 5F6c3462BHF43E... DocuSigned by: Procurement Strategist: Jim Flanagan I Jim F(VA_qA&,&, 1V/ to/ LVLV Procurement Services Director: DocuSigned by: Date 10/29/2020 Packet Pg. 1843 OCTOBER 6, 2020 RPS Number 20-7735 1 Step 2 Statement of Qualification kk x. 1 Quality Enterprises USA, Inc. 13494 Shearwater St. Naples, FL 34117 P 239.435.7200 1 F 239.435.7202 1 E contact@geusa.com TABLE OF CONTENTS 01: Transmittal Letter & Executive Summary _- 02: Project Team Approach • DB Team - Why QE + ABB • Design -Build Project Mangement _ • Design -Build Management Team & Staffing • Key Personnel • Key Resources & Location - i,: • Schedule, Critical Path Method & Phasing Plan I • QE's Technology 03: Technical Information == ` - Design & Construction Standards -- - Permitting & SFWMD Pre -Application Meeting • Roadway Design • Drainage Design • Roundabout Design • Project Risk & Mitigation • Exisiting Pavement Study • Utility Deviation Form • Key Personnel Resumes • Safety & MOT Plan • Required Forms • Roadway, Signalization, Lighting & MOT Plans "We build Quality infrastructure to provide Quality lives for our families, customers, and community." I1u.I. mm� %.. r r , TRANSMITTAL LETTER & EXECUTIVE SUMMARY a=QUALITY ENTERPRISES 6 OCTOBER 2020 DEAR MR. FLANAGAN & COMMITTEE TEAM MEMBERS, Procurement Services Division Attn: Jim Flanagan, Procurement Strategist 3295 Tamiami Trail East, BLDG C-2, Naples, FL 34712 Quality Enterprises USA, Inc. (QE), in association with Agnoli, Barber & Brundage, Inc. (ABB), is pleased to submit this Step 2 response to RPS No: 20-7735 for the Design -Build of Whippoorwill Lane Marbella Lakes Drive Connection. The QE + ABB team have received, reviewed, and understand the requirements of RPS No: 20-7735 - Step 2 and agree to be bound by these requirements, including all addenda. Legal evidence of the authority to execute and sign this proposal is included at the end of Section 3: Technical Information. Our Guaranteed Maximum Price (GMP) has been delivered to you under separate cover. QE + ABB is an integrated team of experienced professionals who have a thorough understanding of Collier County's design and construction preferences, quality control practices, and community involvement. QE + ABB have collaborated on 25+ projects in the local area and have the unique ability to self -perform over 90% of this Design -Build project. In preparation for this Step 2 response, the QE + ABB team performed additional on -site geotechnical & utility investigations, created an MOT and Construction Phasing Plan, held a Pre - Application meeting with SFWMD, worked with QE's Safety Consultant to prepare a Project Safety Plan, and have determined several areas in which the team can add value to the project for Collier County. More information on these efforts are provided throughout this Technical Proposal. QE + ABB acknowledges receipt of Addendum 1 dated August 25, 2020, Addendum 2 dated September 2, 2020, Addendum 3 dated September 11, 2020, and Addendum 4 dated September 23, 2020 and have included the signed addenda at the end of Section 3: Technical Information. The principal contact for our team will be myself, Louis J. Gaudio, and my contact information is listed below. On behalf of the QE + ABB Design -Build team, I thank you for the opportunity to propose on this project. Sincerely, Vice President Quality Enterprises USA, Inc. Igaudio@geusa.com qeusa.com 3494 Shearwater St, Naples, FL 34114 (239) 435-7200 TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection QE + ABB I A PROVEN & ESTABLISHED PARTNERSHIP The QE + ABB team is highly qualified for the TOGETHER, QE + ABB WILL: _ Whippoorwill Lane and Marbella Lakes Drive Work closely with Collier County staff to identify ATA Connection Design -Build Project. QE + ABB have and meet all project goals. collaborated on over 25+ projects, maintain an • Provide industry -proven, technical, construction & outstanding working relationship with each other and with Collier County, and have a vested interest management expertise. GLAN C E in the success of this Design -Build project. The team � Use local resources to meet the County's desired is well established in Collier County and have over 90 schedule. years of combined local experience. QE's crews are 'Identify and mitigate risks to avoid delays and skilled at new roadway construction, reconstruction of provide the most cost-effective solutions. existing roadways and pathways, drainage and utility ' Comply with all Design Package Criteria and 7 work, lighting & signalization, and scheduling work County Standards for utilities, roadway, and ROW. and subcontractors in harmony with Collier County's ' Prioritize public concerns to avoid impacts m i I lion operations. QE + ABB will work collaboratively to on surrounding residents, areas, and the provide Collier County with the most cost effective and environment. 9 REVENUE FROM COLLIER successful design and construction services. • Be available to Collier County at all times. COUNTY IN 2019 QE is a versatile general contractor and will self -perform over 90% of this project. This allows for flexibility in scheduling, adaptability to rapid project changes, and guarantees that a skilled, local, and dynamic workforce will be available throughout the entire Design -Build project. 7 O QE + ABB have assembled a group of highly reputable, local companies with proven success to participate in million this Design -Build project. Alternate Street Design, PA will oversee Roundabout Design, Bridging Solutions, LLC will provide Structural Design, Cella Molnar & Associates, Inc. will handle Public Information, Earth View, LLC will perform Subsurface Utility Engineering services, Forge Engineering Inc. will oversee Geotechnical Engineering, TOTAL REVENUE IN 2019 Passarella Associates, Inc. will manage Environmental Consulting, and Trebilcock Consulting Solutions, PA will design Street Lighting & Signalization. 1997 QE + ABB have removed RML Acoustics from the original Design -Build team, as a noise study will not be required for this project. Also, due to the recent award of Collier County's Veterans Memorial Boulevard Extension — Phase 1 Design Build project, QE has elected a change in their Key Personnel staffing for the Whippoorwill Lane Marbella FIRST PROJECT Lakes Drive Connection Project. Howard J. Murrell, QE's President, will oversee Steve Jones, the team's new IN FLORIDA Design -Build Construction Project Manager. Mitch Tourino will assume the role of Construction Superintendent and Howard J. Murrell III, QE's Construction Technology Manager, will be on site daily as he is responsible for the installation and implementation of new control systems in all equipment. Brent C. Guillot, ABB's Landscape Architect, has also been added to the Design -Build team, as well as Kellie A. Fissinger, P.E. who will replace Kevin 2002 Dowty, P.E. as the Design Project Engineer. Resumes have been included in Section 3 of this Technical Proposal for the new Key Personnel. FIRST JOB COMPLETED 11110PROJECT GOALS & OBJECTIVES FOR COLLIER COUNTY The Collier County Board of County Commissioners recently approved the conceptual layout for the Whippoorwill Lane and Marbella Lakes Drive Connection, which includes four roundabouts and a new mast -arm signal system 2007 at the intersection of Livingston Road and Marbella Lakes Drive. The QE + ABB team understands the necessity of this project as it will provide two major benefits to the area. First, the new alignment will provide better connectivity and access along the corridor. Second, the project will provide traffic calming along the corridor STARTED CONTRACT using roundabouts and lane width reductions. QE + ABB's projected workload aligns with the proposed Design - WITH COLLIER COUNTY Build schedule and the team commits to providing the required services, mobilizing resources in response SCHOOL BOARD & HELD to the established timeline, and to being readily available and accessible during all phases of the project. EVERY YEAR SINCE DESIGN -BUILD DELIVERY PLAN QE has successfully completed hundreds of projects for Collier County. With key players from QE and Collier County 2008 involved on many of the same projects, a strong relationship has been formed and the QE + ABB team is aware of the County's high standards and expectations for local work. QE + ABB have put a significant amount of planning into this project and the team's understanding of local conditions will expedite movement through all phases. QE's STARTED COLLIER COUNTY role as overall project manager includes overseeing clearing and grubbing, earthwork, installation of storm piping, UTILITY EMERGENCY utilities, base courses, asphalt paving, curb & sidewalk. QE's Construction Project Manager will coordinate all CONTRACT & HELD submittals, RFI's and payment requisitions with Collier County and will confirm that all work is in compliance with EVERY YEAR SINCE plans, Collier County specifications, and permit regulations. ABB will be instrumental in the project design and will provide survey, permitting, construction administration, and construction engineering inspection (CEI) services. 2 WZZ TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ► PROJECT OVERVIEW & BACKGROUND Marbella Lakes Drive consists of two 12-feet-wide undivided travel lanes extending 1,320 feet eastward from Livingston Road and dead-end at Hermosa Way. Marbella Lakes Drive was originally designed as the first 2-lanes of a future 4-lane roadway that would ultimately cross over 1-75 and connect to Green Boulevard to the east (an improvement which has since been removed from the long-range plan). The existing 2-lane roadway has an urban cross section with Type F curb and gutter and sidewalk along the south side. The north side of the roadway is a rural section with open drainage. The Kensington Canal, which is a separate drainage system, is located north of the road ROW. A 10-ft wide multi -use pathway borders the canal to the north. Figure 1.1 shows an overview of the Design - Build project location. Whippoorwill Lane extends southward from Pine Ridge Road approximately three-quarters of a mile and terminates at a cul-de-sac immediately south of Stratford Lane. The roadway cross section generally consists of two undivided travel lanes with associated right and left -turn lanes varying in width from 11-feet to 14-feet separated by gore -striped, at -grade medians. Right and left -turn lanes serve each development entrance along the roadway, resulting in pavement widths greater than 50-feet at some intersections. Whippoorwill Lane consists of an urban cross section with a closed -drainage system. Type F curb and gutter is present on the west side and then turns into valley gutter at the north end of the project adjacent to Naples Nissan. The east side of the roadway has a mixture of valley gutter and Type F curb and gutter. There are no paved shoulders or on -street bike lanes. Whippoorwill Lane currently serves as the only means of ingress and egress for a residential area of 250+ acres with over 1,200 residential dwelling units along both sides of the roadway. Whippoorwill Lane also serves as the only means of access for the institutional uses of Avow Hospice & Seagate Baptist Church. PLANS OP PROPOSED s 4 WHIPPOORWILL LN & MARBELLA LAKES DR CONNECTION Collier County developed a Concept Plan that reimagined the interconnection project. The project limits on Whippoorwill Lane were extended north from Stratford lane to lust south of Kraft Lane. The traffic calminq elements incorporated into the Concept Plan CONCEPT PLAN I MAJOR COMPONENTS • Traffic signal at Marbella Lakes Drive & Livingston Rd. • Four (4) new roundabouts to encourage a reduction in operating speeds and to discourage cut-thru traffic throughout the entire corridor • Street lighting at the roundabouts • Sidewalk interconnections to complete the pathway network • Raised median "splitter Islands" within the new roadway segments • 10' wide travel lanes for the existing and new Marbella Lakes Drive segments • 11' wide travel lanes with widened raised medians on Whippoorwill Lane are intended to work together to specifically target the traffic -related issues (speeding, cut- thru traffic, trucks, etc.) expressed by the stakeholders. The Concept Plan seeks to utilize as much of the existing roadway infrastructure as possible in order to reduce construction costs. In addition to improving access and providing additional route choices for residents and businesses along the project, the interconnection also improves access and response time for first responders and provides route choice opportunities in the event of emergencies that may restrict the flow of traffic on the adjacent arterial network. Vehicular crashes on Pine Ridge Road at or near Whippoorwill Lane can severely affect traffic on Whippoorwill Lane. Interconnecting Marbella Lakes Drive and Whippoorwill Lane would benefit the North Naples Fire Control & Rescue District, the Collier County Sheriffs Department, Collier County Emergency Services & the Collier County School District by providing the agencies' operations a second means of entering/ existing the area, thus reducing travel distance and response time. Currently, residences along Marbella Lakes Drive and Whippoorwill Lane are in separate school zones, so school bus operations are independent of each other. Buses must travel along the roadways in one direction and turn around to exit the area. School bus operations prohibit students from crossing the road so students are picked up on both sides of Whippoorwill Lane, stopping traffic in both directions when a bus is loading/unloading. The Concept Plan provides safer school bus operations during the loading and unloading of students where raised medians will prohibit illegal passing of a stopped school bus, allowing opposing traffic on the other side of the raised median to proceed. Additionally, the roundabouts allow bus drivers to easily reverse directions to pick up students at stops on the opposite side of the street. The Concept Plan also features complete street principles and a context sensitive design to achieve the objectives of reducing the speeds of vehicles using this interconnection while discouraging cut-thru traffic. There is a significant benefit to the residents and businesses within the project area by interconnecting the two roads as depicted in the Concept Plan. ► DESIGN & CONSTRUCTION PLANS OVERVIEW QE + ABB have thoroughly reviewed the Design Criteria package, as well as the Concept Plans, and have began development of 60% Plans that will be ready for submission to the County shortly after project award. The team has visited the site, performed preliminary GPR and soft -dig locates, and created critical Phasing, Safety, and MOT plans. This is beneficial to all parties involved, including local residents. GEOTECHNICAL INVESTIGATION QE + ABB, in conjunction with Earth View, LLC and Forge Engineering, have performed soft dig locates and hand augers in order to better prepare for subsurface conditions such as presence of rock and/or water table. This initial investigation will prove beneficial to ABB for drainage and earthwork design, as well as to QE to ensure that the right equipment is prepared and on site. Starting the project with the right equipment will yield project succcess and increase production. QE has the proper equipment and the necessary pumps and materials to deal with encountered rock and water table conditions. 3 wm TRANSMITTAL LETTER & EXECUTIVE SUMMARY RIPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10,ROADWAY DESIGN A critical first step in designing a new roadway is establishing the Design Criteria & Standards that must be adhered to based on the type of facility and determining if it is part of the State Highway System (SHS). The Whippoorwill Lane Marbella Lakes Drive Connection will be designed per the Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook, 2016) as it is a public road but is not part of the SHS. QE + ABB have included the Design Criteria Matrix which details this project's Roadway Design Standards, along with a comprehensive Roadway Design Description, in Section 3 of this Technical Proposal. llliEXISITING DEVELOPMENT ACCESS The conceptual layout for the Whippoorwill Lane and Marbella Lakes Drive Connection includes four roundabouts and a new mast -arm signal system at the intersection of Livingston Road and Marbella Lakes Drive. Team member Norman Trebilcock has been involved in the development of Whippoorwill Lane and surrounding development since its inception (ROW acquisition, roadway design, permitting, utility design, and design/ permitting of neighboring projects). Mr. Trebilcock also provided past public support to the County's connectivity approaches. This rich history of project involvement will aid QE & ABB in efficient and effective project execution. QE & ABB understand the necessity of this project as it will provide two major benefits to the area. The first is better connectivity and access along the project corridor. The residential community along Marbella Lakes Drive will have direct access to Pine Ridge Road and 1-75 via Whippoorwill Lane. The new alignment will reduce travel to 1-75 by more than three-quarters of a mile. The existing portion of Whippoorwill Lane is a vibrant corridor that serves many residential communities and commercial properties as well as Seagate Baptist Church. Residential communities include Stratford Place, Mariposa at Whippoorwill, Andalucia Naples, Gusta Bella Vista and The Reserve at Naples. Commercial properties include Naples Nissan, Avow Hospice, and assorted businesses along Dudley Drive to the east. The commercial properties are mostly north of the project limits. Whippoorwill Lane will have direct access to Livingston Road with a proposed traffic signal via Marbella Lakes Drive. This new connection will reduce travel to Livingston Road by one mile. This connectivity provides a safety benefit to the nearly 2,000 residential units by offering a second direction of travel in the event that there is an obstruction or blockage in one direction of travel on the roadway (i.e. major accident at the Whippoorwill/Pine Ridge intersection —traffic will now be able to be diverted to Livingston Rd/ Marbella Lakes Dr). The corridor is essentially built out and there is one new project in the permitting phase. The proposed development Cayo Whippoorwill will be located between Stratford Place and Mariposa directly accessing Whippoorwill on the east side of the roadway. This project is a 52-unit multi -family project developed by Habitat for Humanity. The design and permitting is currently underway and it is anticipated that this will be a right- in/right-out driveway. Since there is a proposed median on Whipoorwill Lane at the project entrance, to enter the project from the north, vehicles would make a U-Turn at the Stratford Place roundabout. For residents wishing to travel south there are two options to make U-Turns. The closest point is the full median opening at Mariposa Circle. However, a bump -out on the west side of the roadway would be required for this movement. The second option is to allow the U-Turn at the second intersection to the north through the roundabout at Night Hawk Drive/Andalucia Way. Figure 1.2 displays the proposed Cayo Whippoorwill project Concept Plan. The second benefit is that the project will provide traffic calming along the corridor using roundabouts and lane width reductions. Traffic calming reduces vehicle speeds, increases road safety, reduces environmental impacts (improved air quality and reduced noise levels) and increases comfort and mobility for non -motorized users such as bicyclists and pedestrians. Roundabouts also maintain roadway capacity. All of this leads to more livable communities with increased neighborhood interaction, ' enhanced aesthetic values, reduced crime, and increased property values. EXISTING PAVEMENT ASSESSMENT QE + ABB performed an existing pavement inspection of both Marbella Lakes Drive and Whippoorwill Lane using Collier County's Asphalt Paving Rating Form. The form measures the amount of pavement defects - there are nine categories with a scale of "0-10", and two categories with a scale of "0-5:" ("0" indicates that no defects are present.) The sum of all the defects are totaled and then subtracted from "100" to produce the condition rating, and the completed forms have been included in Section 3 of this Technical Proposal. The asphalt along Marbella Lakes Drive is in excellent condition and showed only a few minor defects, resulting in a condition rating of "98:' It appears that the road has been resurfaced recently. Thermoplastic striping is only present at the intersections of Livingston Road and Hermosa Drive and there are no reflective pavement markers (RPMs). Although the asphalt pavement is in excellent condition, the portion that would remain still needs to be milled and resurfaced in order to blend in with the widening of the roadway. It is anticipated that there will be new construction at the proposed roundabout. The asphalt for Whippoorwill Lane shows defects in all but one category with significant transverse cracking and exposure of aggregate/surface ravel. The sum of the defects is "25" resulting in an overall pavement rating of "75:' Thermoplastic is observed throughout the corridor, but it is faded and cracked. RPMs are present, but approximately 70% of them are missing. The need to mill and resurface is consistent with the Concept Plans. New construction, to ensure proper grading, will be required at each of the two nli r ii it i'n7T Cam', e,. 4 wm TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection UTILITY DESIGN QE + ABB will work to protect the existing utilities and avoid relocations as much as practical and will conform with Collier County Utility Standards after the roadway and stormwater improvements are constructed. These include but are not limited to: depth of cover (30" min and 48" max), pipe material under pavement (DR-14 PVC), horizontal and vertical separation from storm drainage improvements and other utilities (5-ft and 18" respectively,) and horizontal distance from curbs and gutters (5-ft min). If these criteria cannot be met for a special circumstance, QE + ABB will apply for a deviation using the Collier County Utility Deviation Form which has been included in Section 3 of this Technical Proposal. QE + ABB reviewed the Concept Plan, obtained GIS locations from Collier County Utility Department (seen below in Figure 1.3), and called -in a design ticket through 1-800 Sunshine, in addition to the preliminary locates performed by Earth View, to determine the potential utility relocations and At the Livingston Road intersection, a 10" forcemain and a 16" watermain cross Marbella Lakes Drive. A mast arm is proposed on the northeast corner which may be in conflict. Earth View, LLC will use soft dig locates to determine the exact horizontal and vertical location of each main. A 4" forcemain is connected to the 10" forcemain and turns east down Marbella Lakes Drive to serve Aviano of Naples to the north. This line is located outside of the project improvements in the vicinity of the 10-ft pathway to remain and is not in conflict. The 16" watermain tees off to a 12" watermain on the north ROW line of Marbella Lakes Drive. The line is approximately 8-ft to the proposed Type F curb and gutter and proposed curb inlet associated with the dual -left turn lane widening. Soft dig locates will be needed to confirm this location and whether or not there is sufficient clearance. Per the Concept Plans, as the alignment shifts north at the roundabout at Hermosa Drive, the 12" watermain conflicts with two curb inlets. Approximately 400-ft of the main will need to be relocated to the north, while maintaining clearance from the proposed dual 24" x 38' ERCP. The QE + ABB proposed drainage design would eliminate two curb inlets to avoid the relocation of the 12" watermain. Another watermain is present in the vicinity of the 10-ft pathway. This 8" watermain serves Aviano Naples and is located under the pathway and continues to the east and is not in conflict with the improvements along Marbella Drive. The 12" watermain continues east and has a 12" tee connection to the south entering Marbella Lakes. There is no conflict with this crossing. Both the 8" and 12" watermains continue east where they connect to a 12" watermain on the east side of Whippoorwill Lane. Both lines will conflict with the proposed roadway drainage pipe. It is likely that both utilities will need to be deflected underneath the proposed drainage. In addition, the 12" watermain along Whippoorwill Lane appears to conflict with the proposed dual 30" pipes for the Kensington Canal connection. Soft dig locates will be used throughout this roundabout area to pin -point the exact locations and the drainage design will be adjusted accordingly. Moving north along the Whippoorwill Lane alignment, the 12" watermain crosses from the east side of the ROW to the west side of the ROW in the vicinity of the Stratford Lane cul-de-sac. Just south of this crossing a quadruple 30" pipe crossing is proposed. It may be possible to sump the inverts of the drainage pipes to go under the watermain. If not, the 12" watermain would need to be dipped underneath the drainage pipe. A soft dig locate will be directed at this point. The third roundabout is proposed at the entrance to Stratford Place. A 10" forcemain is present on the east side of the road and connected to a lift station at Stratford Place. There are no direct utility conflicts at this roundabout, although a portion of the 12" watermain will now be located under pavement for approximately 75-ft. Both the 12" watermain and 10" forcemain continue up the west and east sides of the ROW, respectively until the end of project. Each of these lines provide services to the adjacent communities. For the most part, the construction on this portion of Whippoorwill Lane is within the existing curb lines of the roadway. All the existing underground drainage will remain in -place with a few minor tie-ins for new curb inlets and manholes; therefore, no utility relocations are anticpated in this area. There are no private utilities along the Marbella Lakes Drive portion. Marbella Lakes and Aviano Naples are served from connection along Livingston Road. There is an overhead FPL line with poles along the west side of Whippoorwill Lane which commences at the southeast corner of Aviano Naples and continues the entire length of Whippoorwill Lane north to Pine Ridge Road. A telephone line (CenturyLink) and TV Cable (Comcast) are also on the aerial pole -line and there are no conflicts with the FPL poles or overhead lines. 110SIGNAL DESIGN The intersection of Marbella Lakes Drive and Livingston Road is planned to be signalized as part of the project improvements. QE + ABB would prepare a signal warrants analysis using count data and predictive data to verify the warrants in accordance with Collier County criteria. The signal system will be laid out with single mast arms as requested by the County. The team will plan to have supplemental light fixtures on each mast arm, and will design the system in conformance with Collier County standards. This signal will be tied into the existing signal fiber running along Livingston Road. 1111LIGHTING DESIGN There is not existing continuous street lighting along the 2-lane developed section of Whippoorwill Lane. There is intermittent lighting provided at the development entrances and there is some lighting along Marbella Lakes Drive. The existing lighting utilizes FPL lighting. They are high pressure sodium cobra head fixtures mounted on an arm and attached to concrete poles at a 25-ft mounting height. As a value-added approach to the project, QE + ABB recommend that Collier County consider using FPL lighting for the entire length of the project in order to establish uniform lighting for the length of the project. Instead of lighting just the roundabouts with 4 lights per roundabout per the initial engineering concept, a complete lighting program using FPL fixtures is being recommended by the Design -Build team. As a lease program, the upfront capital costs are significantly less (1/3 of the estimated costs for just lighting the intersections). 5 WMM TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10, LIGHTING DESIGN (CONT.) The initial costs are limited to conduit installation and the cost of a few needed transformers. FPL lighting already exists on the corridor and FPL is in the process of converting the existing high-pressure sodium lighting to LED fixtures. By installing a complete FPL lighting system, the operation and maintenance would be the responsibility of FPL, so it would not burden the County's lighting maintenance efforts. As a collector roadway, this approach would seem appropriate. There is an existing overhead electric distribution line along the west ROW of Whippoorwill Lane that will impact the placement of the proposed street lighting system. Due to the existing residential development along this corridor, consideration of the lighting system with a lower mounting height like the existing as an accommodation is recommended. QE + ABB have prepared a preliminary recommendation of using FPL lighting fixtures for the entire roadway. The team would use a lower mounting height, based on addressing potential concerns of nearby residents as well as use of house shields to prevent backlighting. Light levels will meet/exceed applicable FDOT Design Manual criteria for average foot-candles and uniformities. QE + ABB believe the team's recommendation for a continuous FPL LED lighting system will provide a cost effective, safe, and efficient lighting system that will benefit the residents of the corridor. The decorative lights at the intersection of Livingston Road and Marbella Lakes Drive can be relocated or replaced with mounted lights on signal mast arms. 10, DRAINAGE DESIGN Drainage & Stormwater management are integral components of a successful roadway project. This Whippoorwill Lane Marbella Lakes Drive Connection project will be designed in compliance with the FDOT Drainage Manual; SFWMD ERP Information Manual; Florida Administrative Code, UC Chapter 14-86; Federal Aid Policy Guide 23 CFR 650A; and the requirements of the regulatory agencies. QE + ABB held a pre -application meeting with the South Florida Water Management District (SFWMD) to discuss this project. � The details from SFWMD can be found in Section 3 of this Technical 11MANAGEMENT OF CONSTRUCTION IMPACTS TO SURROUNDING COMMUNITIES QE + ABB understand the importance of coordinating with adjacent property owners throughout the life of the project and are committed to completing the project on time and with as little interruption as possible. Many of the team members live in close proximity to the project limits and a majority of the team's Key Personnel reside in Collier County. The following are a list of the key stakeholders along the project corridor that will need to be coordinated with often: Collier County Public Utilities, Collier County ROW & Road Maintenance, Collier County Real Property, Collier County Public Schools - Bus Transportation, US Postal Service, Aviano Community, Marbella Lakes Community, Stratford Place Community, Mariposa Community, The Reserve at Naples, Andalucia Community, Gusto Bella Vita Community, Seagate Baptist Church, and various commercial businesses along Pine Ridge Road in close proximity to project limits. The largest impact will be MOT and how local residents will maneuver around orange barricades throughout the work zone. In response, QE + ABB developed a phasing plan to minimize impacts and to provide the local traffic options around the work zone. QE+ ABB also engaged Bob's Barricades to provide state of the art Variable Message Boards that will be strategically placed throughout the project and can be controlled remotely so that changes to signage can be made instantaneously to provide up to the minute guidance. r 10, MINIMIZE IMPACT TO MAINTENANCE OF QE + ABB will work closely with Collier County Transportation, Collier County Utilities, CCPS, and the surrounding communities to limit disruptions to the traveling public, pedestrians (walkers and bikers) and residents throughout the project. This will be accomplished by always providing uninterrupted access to driveways and community entrances. Additionally, utility shutdowns, if required, will be closely coordinated with the County to occur during peak down times to minimize disruptions to local residents and businesses. Proposal, along with the team's full Drainage Design Description and detailed NOISE STUDY chart outlining the Design Parameters associated with the drainage system. COLLIER COUNTY'S INPUT QE + ABB will work diligently with and for Collier County during all project phases to provide the most economical design and best construction services. The team encourages input from the individuals that will own, operate, and maintain the system after its completion and value feedback from staff at all levels to ensure long-term project satisfaction. QE + ABB strive to ensure that this Design -Build project has a long-lasting positive effect on the County's infrastructure system. It has been determined that sound walls are not required for this Design -Build project; therefore, a noise study does not to be completed. However, should this need change, QE + ABB have the ability to perform requested studies for the County. 11111NOISE & ODOR ABATEMENT QE + ABB do not anticipate noise or odor exceeding acceptable limits for this project. All noise levels will be maintained at or below the allowable Collier County ordinance limits. In the event that rock is encountered during any excavation operation, QE will utilize its Epi Rock cutter attachment. This method of rock removal uses a rotating attachment on a hydraulic excavator to cut through rock layers and is no louder than a standard excavator. 6 WZZ TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10PUBLIC OUTREACH CONCEPTS Community awareness, outreach, involvement, and communication are imperative to the success of this Design -Build project and will be handled in full by Cella Molnar & Associates, Inc. (CMA). Politically sensitive issues will be immediately brought to the attention of Collier County staff. QE is currently working with CMA on three high profile Design -Build projects for Collier County, both of which have required extensive public outreach to local businesses and communities. DESIGN • Once the County issues the NTP, a newsletter to kick-off the project will be mailed to property owners within 300 ft. of the ROW. The newsletter will also be mailed to the contact person for the homeowner's association (HOA) for Aviano, Marbella Lakes, Stratford Place, Mariposa, The Reserve at Naples, Andalucia, and Gusto Bella Vita for distribution to their members and will also be available on their websites. • In 2019, during the Intersection Study, presentation/meetings were held with the seven HOAs and a survey was conducted. The Concept Plan was presented so the attendees have knowledge of what is proposed. Prior to commencing 60% plans, another round of presentation/meetings will be held with the same HOAs to obtain input on the design. • Roundabout education will be important for the project. There are several videos produced by the FDOT that educate the public, including motorists, vehicles and pedestrians, on how to use a roundabout. There are also brochures that can be distributed to the public. These education materials can be used at the HOA meetings and at public meetings. • A newsletter announcing the public meeting will be mailed and emailed to property owners, tenants and interested parties who signed up for email at the HOA meetings. Depending on the state of COVID, a virtual online meeting may also be an option; or CMA will poll interested parties about which meeting they would prefer to attend and possibly hold a hybrid meeting. CONSTRUCTION • At the preconstruction public meeting, project contact cards will be provided for residents and businesses so that they have a single point of contact for questions or comments. All contractors and subcontractors will carry the cards to distribute if approached by anyone in the field. • Weekly Road Watch updates will be provided to the County and also to the HOA's for distribution. A 24-hour toll -free hotline will be provided. Residents and businesses can reach out with a concern and the contractor will be contacted immediately to resolve the issue in the field. 111-CONSTRUCTION TRAFFIC CONTROL PLAN Extensive thought has been put into a Traffic Control Plan that will minimize impacts to the traveling public, local residents, and pedestrians during this Design -Build Project. QE + ABB believe that a three phase roadway construction plan will yield the least amount of traffic disturbance/ required traffic control devices to minimize confusion. All plans and devices will be designed and placed in accordance with the latest FDOT Specifications. In preparation for this project, QE + ABB worked with Bob's Barricades to review phasing and Maintenance of Traffic (MOT). The team will provide traveling motorist and pedestrians high visibility signs and message boards for advance warning within the project limits. The message boards are state of the art and remote controlled so that changes in work patterns and traffic switches are provided instantaneously. QE+ABB'S CONSTRUCTION PHASES ARE DESCRIBED BELOW: PHASE 1 • Phase 1 is the longest phase with the most amount of activity but will cause the least amount of disruption to the traveling public, local residents and pedestrian traffic. All work in this phase will take place without changing any of the current traffic movements. In this phase, QE will construct the connecting roadway between the existing Marabella Lakes Drive and Whippoorwill Lane inclusive of all clearing, earthwork, storm piping, curbs, road base and paving. In addition, the roundabouts at Hermosa Way and Stratford Lane will also be incorporated. The roundabout at Hermosa Way will be completely constructed in a single phase without any interruption to existing traffic patterns. The roundabout at Stratford Lane will be constructed in a 2-Phase arrangement as shown in the team's MOT plans to allow for continuous access to Stratford Place. PHASE 2 • This phase will include the widening of the existing Marabella Lakes Drive from Livingston Road to Hermosa Way. This phase will be inclusive of storm pipe installation, curbs, roadway base and paving. In addition, the turn lane and signalization at Livingston Road will be incorporated into this phase. PHASE 3 • This phase will include the roadway work along Whippoorwill Lane inclusive of storm piping and adjustments, curbing and paving. The roundabout at Andalucia Way will also be constructed during this phase. This roundabout will be constructed in its entirety without disruption to existing traffic flows utilizing existing turn lanes. 10, SITE SECURITY The QE + ABB team prioritize site security. With QE's Corporate Office & Equipment Yard 7 miles from the project site, mobilization, storage, and maintenance costs will be reduced. Site access during construction will be controlled and only authorized personnel will be allowed onsite. Clearly visible signage for permitted access will be furnished. Materials will be distributed throughout the project as needed. Staging areas will be secured with orange safety fencing and restored to existing conditions upon project completion. 10- DEMOLITION & RESTORATION Demolition work on this project will be kept to a minimum. The majority of vegetative clearing will be isolated to the new section of roadway connecting the existing Whippoorwill Lane and Marabella Lakes Drive, as well as a small portion of clearing for the storm detention area on the east side of this roadway, if required for permitting. In an effort to remain environmentally conscience, QE will recycle materials removed from this project during demolition. Clearing and vegetation will be chipped for mulch and compost, asphalt millings will be recycled in new asphalt mixes, and concrete curb and sidewalks that are removed will be crushed and recycled as stone bedding or base materials. Areas requiring restoration within existing walkways and travel lanes will be prioritized immediately following work in that area. 111,EXTENDED PROJECT WARRANTY In addition to the standard one-year warranty typically provided on all Collier County projects, QE will extend the warranty on labor and materials for the Whippoorwill Lane Marbella Lakes Drive Connection project by one year for a total of two years total warranty. This is beneficial for the County and reinforces QE + ABB's dedication and interest in this Design - Build project. 7 WZZ TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection llINNOVATIVE APPROACHES & ADDED VALUE TO DESIGN & DELIVERY The QE + ABB team will design and deliver an innovative and cost- effective Design - Build project. The QE + ABB team offers enhanced safety measures, increased product durability, ease of maintenance, a timely project schedule, and advanced designs to name a few to Collier County. QE + ABB will use their experience to drive cost effective solutions for the County. • EXTENDED PROJECT WARRANTY - In addition to the standard one-year warranty typically provided on all Collier County projects, QE will extend the warranty on labor and materials for the Whippoorwill Lane Marbella Lakes Drive Connection project by one year for a total of two years total warranty. This is beneficial for the County and reinforces QE + ABB's dedication and interest in this Design - Build project. • FPL LIGHTING LEASE - As a value-added approach to the project, QE + ABB recommend that Collier County consider using FPL lighting for the entire length of the project and establish uniform lighting for the length of the project. Instead of lighting just the roundabouts with 4 lights per roundabout per the initial engineering concept, a complete lighting program using FPL fixtures is being recommended by the Design -Build team. By installing a complete FPL lighting system, the operation and maintenance would be the responsibility of FPL, so it would not burden the County's lighting maintenance efforts. • LANDSCAPE ARCHITECTURE - Brent Guillot, RLA, Vice President of Landscape Architecture for ABB, spoke with Pamela Lulich, Landscape Operations Manager, and Katherine Chachere, Project Manager from the Collier County Road Maintenance Division, on August 31, 2020 regarding the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build project. For this project, a base level of landscaping is required. As defined in the Collier County Landscape Beautification Master Plan, base -level landscaping is the ground preparation for future plantings and typically includes electrical and irrigation sleeving, clean median backfill with 8" of planting mix, non -mountable curbing (FDOT Type F), bahia sod, and brick pavers at the median ends. Although plantings are not included in this scope, preparations for future plantings are. The sequencing of roadway expansion and base -level landscape preparation prevents any duplication of base construction costs on future projects. If a developer/MSTU located along the project wishes to improve the level of landscaping, then they would be required to pay for a portion of the maintenance and 100 is of the additional plantings and irrigation improvements. There has been some discussion that this could take place along Marbella Lakes. In addition, the QE + ABB team, with in-house Landscape Architect, Brent Guillot, are looking to maximize future landscaping opportunities along the corridor by incorporating minor design changes in the roadway plans. For example, by increasing the sidewalk buffer width from 5-ft to 6-ft at the roundabouts, tree plantings could be introduced to that portion of the project. The design will include mounded central islands that slope upward from the truck apron per FDM 213.9. The mounded central islands, along with future tree and shrub plantings, will increase visual awareness of the roundabouts as well as enhance aesthetics. Landscape Remediation plans will be required for impacts to the existing landscaped median at the proposed northbound U-Turn lane on Livingston Road at Marbella Lakes Drive intersection. Based on a preliminary desktop review, at least two 6" Live Oaks and groundcover will need to be removed to make way for said improvements as well as relocation of the existing irrigation line. • MATERIALS - RECYCLED CONCRETE AGGREGATE BASE (RCA) - In conforming with FDOT specifications, QE + ABB believe that the use of RCA is far more superior to the limerock base used throughout Collier County and is offering this an alternative base course if preferred by Collier County. RCA has several potential advantages over virgin aggregates as a pavement base course. First, RCA can be a stronger base than virgin aggregates (LBR Value of 150 vs. 100 for limerock) and less subject to strength loss with moisture content fluctuations. Certain virgin materials in SW Florida that otherwise meet specifications can lose substantial strength with moisture content changes. These can be as small as 1 °i or 2°i from optimum, even when properly compacted. ASPHALT MIX DESIGN USING RECLAIMED ASPHALT PAVEMENT (RAP) — QE + ABB have incorporated the use of RAP into the proposed asphalt mix designs. RAP is a useful alternative to virgin materials because it reduces the use of virgin aggregate and the amount of virgin asphalt binder required in the production of HMA. Using RAP greatly reduces the amount of construction debris going into landfills, and it does not deplete nonrenewable natural resources such as virgin aggregate and asphalt binder. Ultimately, recycling asphalt creates a cycle of reuse that optimizes the use of natural resources and sustains the asphalt pavement industry. • MOT & SAFETY PLAN WITH BOB'S BARRICADE - QE+ABB have analyzed each aspect of this Design -Build project, and the safety of construction crews, vehicular traffic, and pedestrians within the work zone are of utmost importance. QE's Safety Committee collaborated on phasing and MOT plans with Bob's Barricade to provide a secure and safe environment for all involved. Approved traffic safety devices will be inspected and maintained before and during each work shift, as well as confirming that all devices are set in place per approved plans. MOT and how local residents will maneuver around orange barricades throughout the work zone was discussed with Bob's Barricade's. QE + ABB + Bob's Barricade developed a phasing plan to minimize impacts and to provide the local traffic options around the work zone. Bob's Barricade will provide state of the art Variable Message Boards that will be strategically placed throughout the project and can be controlled remotely so that changes to signage can be made instantaneously to provide up to the minute guidance. • PHASING OF CONSTRUCTION — QE + ABB believe that the team's proposed phasing is innovative, as it provides the best alternative to minimize impact to the local residents, traveling motorists, and pedestrians. • ROUNDABOUT DESIGN - QE + ABB propose the following roundabout design elements: design for a WB-50 furniture truck allowing better access for deliveries while maintaining a similar roundabout footprint, tailor the location of crosswalks so that vehicles exiting the roundabout have ample sight - distance to slow down but not enough time to be in acceleration -mode, use of a straight crosswalk as opposed to a kinked sidewalk at each median crossing, and use of mounded central islands to increase visual awareness and safety of the roundabouts as well as enhance aesthetics. y ■ i a + I&M I f � r 11 i - WZZ PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection PROJECT TEAM APPROACH QE + ABB is the local, trusted, and reputable choice for this Design -Build project. Having completed hundreds of projects with similar components in Southwest Florida, QE + ABB is confident in their ability to successfully complete this project on time, within budget, and at high levels of quality. QE's past experience on Design -Build projects, as well as construction of roundabouts, allows the team the ability to fast track construction as the design progresses. The team will divide the project into three (3) phases for roadway construction in order to minimize interruption to the traveling public and the amount of needed traffic control devices. An illustration of the Phasing Plan is provided in Section 3 of this Technical Proposal. QE + ABB will immediately focus on survey, permitting and drainage design to allow construction to start as quickly as possible. The team held a Pre-app meeting with SFWMD and feel confident that permits will be expedited. Collier County can trust QE + ABB to deliver a timely, cost- effective, and high -quality solution that exceeds standards based on the team's proven local performance. COMPANY OVERVIEWS QE is a leading construction firm based in Southwest Florida that focuses on major civil, building, and specialized construction in both the private and public sectors. QE has worked in Collier County since 2002 on a variety of infrastructure projects and has a dynamic knowledge and understanding of local construction and regulatory conditions. With the ability to self - perform the majority of each project, QE maintains job site control and has never been assessed liquated damages for project delays. QE will perform all asphalt paving on this Design -Build project and is a member of the National Asphalt Pavement Association (NAPA). ABB is proud to have served the engineering, surveying and planning needs of Southwest Florida for over 37 years. As a locally owned and operated enterprise, ABB is uniquely positioned to offer services to the local surrounding communities. All of ABB's principals and staff are local residents and are familiar with the issues affecting the quality of life in Southwest Florida. As part of a comprehensive effort to meet the expanding needs of its client base, the firm expanded its consultancy in early 2018 and now offers Landscape Architecture among its slate of services. As a medium-sized firm, ABB is large enough to service major projects, yet small enough to maintain the high level of personal service that clients have come to expect. ABB's office location in North Naples provides the firm with quick access to the regulatory offices of agencies such as SFWMD, Florida Department of Environmental Protection, FDOT, and the United States Army Corps of Engineers from which the County may need to obtain permits for its work. ABB is able to meet with these agencies on short notice to answer questions or to provide additional information. ABB is also certified as a Small Business at the unlimited level and has obtained the Specs on the Web certification. In addition, ABB is certified by the SFWMD as a Small Business Enterprise (SBE). The Organizational Chart on the following page displays the QE+ABB team members for this Design -Build Project. ttt h r r in n fir IN; n■ n r !I■ to 93A QUiLITY WHY QE + ABB • Proven record of successfully completing Design -Build projects on time and within budget. The QE + ABB team has the necessary experience and knowledge to fast track Design -Build Projects. On a recent Design -Build project for Collier County, QE was successful in permitting a project involving Collier County ROW, SFWMD ROW, and Dewatering within 30 days of the NTP, and then mobilized and started work within 40 days of the NTP. This is unprecedented for a Design -Build project. • Extended Project Warranty. Knowledge of local seasonal traffic and wet season weather. Self -performance of major items of work. Past Experience with Collier County Transportation, Collier County Public Schools & Collier County Utilities. QE + ABB is a truly integrated team with a genuine, collaborative philosophy. The team integrates the two prime roles of Designer and Builder and supports collaboration and high performing team concepts. 9 WIM PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Coter County W% QUALITY E N T E R P R I S E S President HOWARD J. MURRELL Construction Project Management STEVE JONES Estimator HARLAN SAWYER Superintendent MITCH TOURINO Manager of Health & Safety MARGARITA NEGRON Construction Technology Manager HOWARD MURRELL III Project Administrator/EEO Officer ISA CARRERAS ::::R GNOLI """ ARBER & ■■■■■, RUNDAGE, inc. Design Project Manager EDWARD "TED" F. TRYKA III, P.E. Utility Coordination Manager DOMINICK J. AMICO JR., P.E. QA/QC ES A. CARR, P.E. Design Project Engineer KELLIE A. FISSINGER, P.E. Survey Project Manager WAYNE D. AGNOLI, P.S.M QA/QC, Survey Support GEORGE W. HACKNEY, P.S.M. CEI Project Manager SEAN HANES Landscape Architect BRENT C. GUILLOT, RLA PIPPASSARELLA FORGE _ F CELLAMOLNAR ��� TpennocN BRIDGING LLIT.Nv KsscanTes �SOLTIOVS _r plan ninaenalneerino M' EARTHVIEW 10 PROJECT TEAM APPROACH WZZ RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection PROJECT MANAGEMENT The Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project will require significant coordination between QE + ABB and Collier County. In response, the QE + ABB management team is efficiently structured and is focused on strong communication, coordination, and decision making. With over 250 local employees and 350+ pieces of modern heavy equipment, QE + ABB have the resources of large competitors but an attentive and responsive management structure characteristic of a small firm. QE's Corporate Office and Equipment Yard are less than 7 miles from the project site. This will strengthen project management as key personnel can perform daily job site visits and will result in prompt equipment mobilization. QE will self -perform 90°i of this Design -Build project and ABB will oversee all design, permitting, and engineering efforts. QE's experienced earthwork, utility, concrete, and asphalt paving crews will self -perform the following items: clearing and grubbing, earthwork, embankment, installation of storm piping and structures, utilities, base courses, MOT, asphalt paving, curb and sidewalk, and restoration to pre -construction conditions. A step ahead, QE will utilize the industry leading construction ERP solution, Vista by Viewpoint, to help manage this Design -Build project. A multi -faceted cloud -based construction suite, this state-of-the-art technology program provides a direct line of communication between the office and field, reducing the need for superintendents and crews to leave thejob site and visit the office. Additionally, as part of this process, a Procurement Register will be created to record all goods and services purchased by QE from suppliers. Technology plays an integral role in QE's operations, as many machines are equipped with GPS, site positioning systems for machine grading, and 3D technology. The company has also invested in Trimble Sitework Technology which allows millimeter accuracy with fewer passes and no manual staking. All mid to large excavators are equipped with CAT Pin Grabber Coupler System which increases machine performance, versatility, and jobsite safety. Collectively, these resources reduce project risk from the County's perspective. CONSTRUCTION RESOURCES QE is prepared for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project. The company has experienced significant growth over the past few years, increasing in total number of pieces of equipment owned, personnel employed, and number of successfully completed jobs. With over 250 local employees and 350 + pieces of modern heavy construction equipment, the QE + ABB team has the resources of large competitors but an attentive and responsive management structure characteristic of a small firm. The Following Graphs Demonstrate QE's Growth from 2016 - Present: Number of Employees 2016 2017 2018 - Present 10, PROJECT MEETINGS New Equipment + Vehicles Purchased Number of Jobs W 79,73 71 $3,1561383 167 $301200,000 426 QE's Corporate Office and Equipment Yard are 7 miles from the project site, and ABB's office is 6 miles from the project site; therefore, meetings between QE + ABB and Collier County can be held at either location and followed by site visits if desired. This is a great benefit for Collier County. QE + ABB PROPOSE THE FOLLOWING MEETING APPROACH FOR THIS DESIGN -BUILD PROJECT: • Kickoff meeting prior to project start to review project objectives and initiate coordination with County staff. • Design review meetings at 60%, 90%, and 100% plans to field questions and incorporate questions from County staff. • Biweekly project progress meetings. • Additional meetings as necessary to coordinate with suppliers, regulatory agencies, etc. • Public meetings as necessary to inform residents, area businesses, etc. of upcoming activities. PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10, DESIGN -BUILD MANAGEMENT TEAM & STAFFING This Design -Build project will require significant coordination between QE + ABB and Collier County. QE + ABB's strong and experienced leadership will manage the skilled construction workforce and will ensure that the project is completed on time, within budget, and at high levels of quality. More information on the team's key leadership is provided on the following page. Due to the recent award of Collier County's Veterans Memorial Boulevard Extension — Phase 1 Design Build project, QE has elected a change in their Key Personnel staffing for the Whippoorwill Lane Marbella Lakes Drive Connection Project. The QE + ABB team is efficiently structured: Howard J. Murrell, QE's President, will oversee Steve Jones, the team's Design -Build Construction Project Manager. Mitch Tourino will assume the role of Construction Superintendent and Howard J. Murrell III, QE's Construction Technology Manager, will be on site daily as he is responsible for the installation, implementation, teaching and training of new control systems in all equipment. Brent C. Guillot, ABB's Landscape Architect, has also been added to the Design -Build team, as well as Kellie A. Fissinger, P.E. who will replace Kevin Dowty, P.E. as the Design Project Engineer. Resumes for QE + ABB's additional Key Personnel are included in Section 3 of this Technical Proposal. Ted Tryka, P.E. remains the Design Project Manager, as well as Dominick J. Amico, Jr. P.E. who will serve as the Utility Coordinator Manager. Howard Murrell will oversee the project and Steve Jones, QE + ABB's Construction Project Manager, will be available to Collier County and will guide construction operations. Steve will be supported by a qualified administrative staff and will work closely with ABB, specifically Ted Tryka, throughout this project. QE + ABB's management staff will remain hands on to identify opportunities, address challenges, and to mitigate risks. QE ensures that Mitch Tourino, the Project's Superintendent, will remain on site with the construction crews at all times and that regular site visits will be performed by other lead staff throughout the process. OKEY PERSONNEL COMMITMENT NAME FIRM ROLE COMMITMENTTO PROJECT Preconstruction Construction 40% 30% 100% 40% 30% 100% 30% 100% 30% 100% 20% 80% 20% 80% 80% 50% 60% 30% 80% 50% 20% 60% 30% 50% 30% 70% 30% 75% 60% 40% Howard J. Murrell QE President Harlan Sawyer I QE Estimator Steve Jones I QE Construction Project Manager Mitch Tourino QE Superintendent Howard J. Murrell, III I QE Construction Technology Manager Margarita Negron QE Manager of Health & Safety Isa Carreras QE Project Administrator/ EEO Compliance Officer Ted Tryka ABB Design Project Manager Dominick J. Amico ABB Utility Coordination Manager Kellie Fissinger ABB Design Project Engineer Wayne D. Agnoli ABB Survey Manager James A. Carr ABB Quality Assurance/ Quality Control George W. Hackney ABB Survey Topo QA/ QC & Survey Support Sean Hanes ABB CEI Project Manager Brent C. Guillot ABB Landscape Architect LITY „� NT PRISE " Idit Qual%*Lives �+ IL :;Ai ;; i 12 wm PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection HOWARD J. MURRELL QE I President • 40+ years of Construction Industry Experience • Experience managing projects ranging from $500K to $40 Million for the Army Corps of Engineers, Charlotte County, City of Naples, City of Marco Island, FDOT, Collier County, Naples Airport Authority, and the Town of Fort Myers Beach to list a few STEVEJONES QE I Construction Project Manger • 33+years of Construction Industry Experience • Strong background working on large-scale construction projects, including the $25M Hilton Head Airport Runway Extension project, $7M Master Drainage Improvements at the Sarasota International Airport, and multiple VDOT projects MITCH TOURINO QE I Construction Superintendent • 31+ years of Construction Industry Experience • Extensive background working with Collier County's Transportation Engineering Division • Strong understanding of SWFL Construction and Regulatory conditions • Maintains a long-standing relationship with Collier County and understands local conditions, regulations & personnel • Howard will support Steve Jones on Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project • Steve will oversee all construction operations, utilize Viewpoint Software, and serve as the Main Point of Contact to Collier County on Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project • Mitch will oversee daily construction activities and field operations, while utilizing Viewpoint software to generate electronic daily reports from the field, on the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project HOWARD MURRELL, III QE I Construction Technology Manger ,Analyze CAD drawings for creation of job models to be • Extensive experience operating heavy machinery, used by integrated machinery and UTS including but not limited to: 308-349 CAT Excavator, •Implement and program job models in machinery D6K and D6N CAT Bulldozer, 938 CAT Loader, 150 & •Monitor progress and ensure design specifications/ 200i Wirtgen Milling Machine, 1055 F CAT Paver safety/ environmental standards are followed r , EDWARD "TED" F. TRYKA, III, P.E. ABB I Design Project Manger • 25+ years of engineering and construction experience • FDOT prequalified in Work Groups 3.1, 3.2, and 7.1 • Works with FDOT & Collier County to produce • Ted will serve as the Design Project Manager on transportation, roadway, and drainage designs Whippoorwill Lane Marbella Lakes Drive Connection • Extensive design background in projects ranging from Design -Build Project minor resurfacing/ widening, to roadway reconstruction, to multimodal complete streets throughout Florida DOMINICK J. AMICO, P.E. ABB I Utility Coordination Manager • 37+ years of engineering and construction experience • Focused expertise on: water management systems, stormwater and drainage, utilities, pipeline design, hydrologic system analysis, site development, permitting, zoning, park planning and construction • Experience as Principal -In -Charge and Project Manager, directing all aspects of the engineering process and assuming QC responsibility • Dominick will serve as the Utility Coordination Manager on Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project 13 wm PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection KEY RESOURCES As one of the largest local roadway contractors, QE is prepared for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build Project. With over 250 employees, including earthwork, utility and concrete crews, the company has a large and skilled workforce and is proud to celebrate 51 years of service. QE is knowledgeable of local conditions, has the capacity to bond this project, can acquire materials in a timely fashion, and will provide machinery from the company's 350+ piece heavy equipment fleet. LOCATION Broom Tractors Crawler Cranes Crushing & Screening Equipn Dozers Dump Trucks Epi Rock Drum Cutter Excavators Excavators with Hammers Fusing Machine Graders Horizontal Directional Drillinc Lowboys CATEGORY Loaders 30 Milling Machine 2 Articulated Truck 3 Asphalt Pavers 3 Rollers 14 Rubber Tire Excavator 1 Skid Steer 4 Sheet Pile Vibratory Hammer 2 Trailers 38 Tractors 5 VAC Truck, Tankers, Mud Reclaimer 9 QE Mechanics & Lube Trucks 6 QE + ABB is the local choice for this Design -Build project. QE's Corporate Office/ Equipment Yard are located 7 miles from the project site, ABB's office is 6 miles from the project site, and Howard Murrell, QE's President, lives less than two miles from the project site. Therefore, key personnel can be on location quickly should the need arise. Meetings between QE + ABB and Collier County staff can be held at either the QE or ABB office location, and easily followed by site visits if requested. This close location will allow for prompt equipment mobilization, resulting in significant cost savings for Collier County, and also improves coordination and communication. The QE+ ABB team maintains strong relationships with the County and regulatory agencies, is familiar with vendor pricing and availability, and commits to staffing this project with local personnel. A map has been provided to show the distance between the project site and QE + ABB's office locations. North Naples NAP PELICAN BAY Vi Clam Pass Park —I PARK SHORE Golden Gate Lowdermllk Park - � I Naples g4 84 41 EAST NAP��LES E2 QUALITY ENTERPRISES USA, INC. 3494 Shearwater Street Naples, FL, 34117 239.435.7200 qeusa.com Approximately 7 miles from the project site AGNOLI BARBER & BRUNDAGE, INC. 7400 Trail Blvd #200 Naples, FL, 34108 239.597.3111 abbinc.com Approximately 6 miles from the project site PROJECT SITE Naples, FL, 34110 14 WZZ PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ► SCHEDULE & CRITICAL PATH METHOD ► PHASING PLAN QE + ABB have reviewed the milestone dates set forth in RPS# 20-7735 and although tight, the team believes that these dates are easily obtainable using the Design -Build process. The team has established the Critical Path Method (CPM) as the permitting process, which should be a non - issue with a Pre-App. meeting with SFWMD having already taken place. QE + ABB have worked to create non -disruptive design, permitting, and construction phases to ensure that the Whippoorwill Lane Marbella Lakes Drive Connection project is successful and economical for Collier County. QE + ABB have developed a Master Schedule (follows on the next two pages of this Technical Proposal) for this Design -Build project that will ensure success from day one. The QE + ABB team has laid out the project in three (3) phases to minimize disruption to vehicular traffic, pedestrians, and local residences. Upon issuance of Contract and Notice to Proceed (NTP), QE + ABB will immediately start gathering Survey data for design processes, as well as to set project boundaries. QE + ABB are experienced with Design -Build projects and recognize that this process can provide the quickest delivery system for Collier County when the team is collaborative and accomplished. QE + ABB are qualified for this Design -Build project and will complete the work within the County's allotted time frame. On a recent Collier County Design -Build project, QE worked behind the scenes on design items before the NTP was provided. This work was completed at QE's own risk, but the company felt that the reward of time out -weighed the risk. If awarded the contract, QE is prepared to do the same on this Design -Build project to ensure that all aspects are completed on time, within budget, and at high levels of quality. The QE + ABB team has outlined a Phasing Plan for this Design -Build project. The plan will provide the most economical approach to the County, as well as the least disruptive approach to the traveling public and pedestrian traffic. Anticipated to begin in October 2021 and end by i This phase will commence with the completion of i The final of all phases, Phase 3 will include February 2022, Phase 1 is the longest and most i Construction Phase 1 and will include the widening of i roadway work along Whippoorwill Ln. inclusive of active phase but will cause the least amount of the existing Marabella Lakes Dr. from Livingston Rd. to storm piping and adjustments, curbs, and paving. impact to the traveling public, local residents and i Hermosa Way. With Phase I complete, vehicular traffic will i With Phase I and I I complete, vehicular traffic will pedestrian traffic. All work in this phase will take ' have an alternate route to use during construction of this ' have an alternate route to use during construction place without changing any of the current traffic i phase. Work in this phase will begin with survey and layout i of this phase. Using the existing Whippoorwill movements. QE will construct the connector and installation of Erosion Control Devices. Placement of ' Ln. at Andalucia Way for routing traffic, work will roadway between existing Marbella Lakes Dr. and i embankmentwillbecompletedtowidentheexistingroadway i commence in this phase with the roundabout Whippoorwill Ln. Work will begin with survey and by (1) QE Earthwork crew, followed by installation of storm at Andalucia Way. This roundabout will be layout installation of Erosion Control Devices. i piping and structures by (1) of QE's Utility crews. Conduit i constructed in its entirety without disruption to Clearing of existing vegetation by QE's (2) for lighting and irrigation sleeves will also be installed. existing traffic flows. Upon completion of this Clearing crews will immediately commence upon i QE + ABB will minimize impacts to existing utilities in the i roundabout, QE will install storm piping, conduit completion of erosion control and will be followed area by designing storm piping to avoid these conflicts. and sleeves, followed by curb and sidewalk and by earthwork (excavation and embankment) by i Upon completion of all underground work, roadway base i asphalt paving. QE will commmit (1) Clearing QE's (2) Earthwork crews. QE will commit (2) i material will be placed by (1) Road crew, (1) Concrete crew crew, (2) Utility crews, (2) Concrete crews and i Utility crews to this phase for the installation of � will then install curbs, and (1) Paving crewwill place the first � (1) Paving crew to ensure that this phase is storm piping and structures, followed by conduit i lift of asphalt. MOT will be set up for the necessary traffic completed on time and within budget. Upon i installation for lighting and irrigation sleeves. QE i switch to complete both eastbound and westbound traffic i completion of all phases, the final lift of asphalt +ABB will minimize impacts to existing utilities in i i lanes. Temporary line striping will be completed and the i along with final line striping and thermo will i the area by designing storm piping to avoid these i roadway will be opened for public use. In addition, the turn i be placed throughout the entire project area. conflicts. Upon completion of all utility and storm i i lane and signalization at Livingston Rd. will be incorporated i i piping and testing of pipes, QE will mobilize (1) i into this phase. This work will involve the excavation of the Road crew to install base material for the roadway. i i existing median, curb and base work. Drilled shafts will be i i QE's (2) Concrete crews will install curbs, and completed along with conduit installation for signalization. then (1) Paving crew will complete the first lift of i Mast Arms and wiring will be done and inspections will be i asphalt. Temporary line striping will be completed i i coordinated with Collier County Traffic Operations to put i i before the roadway is opened for public use. signalization into operation and to open the turn lane. 15 W% PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Quality Enterprises USA, Inc. RPS No.: 20- 7735 Design -Build of Whippoorwill Lane Marabella Lakes Dr. Connection Preliminary Project Schedule ID Task Name Start Finish Duration _ Notice to Proceed Mon 3/1/21 Mon 3/1/21 1 day Design/Permitting Phase on 3/1/21 Mon 10/11/21 161 days Plan Preparation Mon 3/1/21 Mon 10/11/21 161 days Prepare 60%Plans/Cost Estimate Mon 3/1/21 Wed 5/5/21 48 days QA/QC Review Thu 5/6/21 Mon 5/10/21 3 days Submit 60%Plans Mon 5/10/21 'Mon 5/10/21 0 days County Right -of -Way Review Tue 5/11/21 Mon 5/24/21 10 days Public Information Meeting Thu 5/6/21 Thu 5/6/21 0 days Prepare 90%Plans/Cost Estimate Tue 5/25/21 Thu 1/29/21 48 days 0A/QC Review Fri 7/30/21 Tue 8/3/21 3 days Submit 90%Plans Tue 8/3/21 Tue 8/3/21 0days County Right -of -Way Review Wed 8/4/21 Tue 8/17/21 10 days Prepare 100%Plans/Cost Estimate Wed 9/18/21 Wed 9/15/21 21 days Prepare Tech/Special Provisions Wed 8/18/21 Wed 9/15/21 21 days QA/QC Review Thu 9/16/21 Mon 9/20/21 3 days Submit 100%Plans Mon 9/20/21 Mon 9/20/21 0 days County Right -of -Way Review Tue 9/21/21 Mon 10/11/21 15 days Receive County ROW Permit Mon 10/11/21 IMon 10/11/21 0 days Survey Mon 3/1/21 Thu 4/29/21 44 days Preliminary Roadway& Topographic Survey Mon 3/1/21 Thu 3/18/21 14 days Detailed Roadway & Topographic Survey Fri 3/19/21 Thu 4/29/21 30 days Geotechnical Work Fri 3/19/21 Thu 5/13/21 40 days Geotech Field Work Fri 3/19/21 IThu 5/13/21 40 days Submit Geotech Report Thu 5/13/21 Thu 5/13/21 0 days Environmental Permitting Mon 5/24/21 Tue 9/28/21 91 days Submit SFWMD Permit Package Mon 5/24/21 Mon 5/24/21 0 days SFWMD Review Tue 5/25/21 Mon 7/5/21 30 days Respond to SFWMD RAI - Resubmit Permit Tue 7/6/21 Mon 8/16/21 30 days SFWMD Review Tue 8/17/21 Mon 9/27/21 30 days Receive SFWMD Permit Tue 9/28/21 Tue 9/28/21 1 day Construction Phase I - Connector Roadway Tue 10/12/21 Wed 1/26/22 77 days Mobilization Tue 10/12/21 Tue 10/12/21 1 day MOT Devices Wed 10/13/21 Thu 10/14/21 2 days Survey & Layout Fri 10/15/21 Mon 10/18/21 2 days Erosion Control Tue 10/19/21 Mon 10/25/21 5 days Clear &Grub Tue 10/26/21 Mon 11/1/21 5 days Earthwork/Embankment Tue 11/2/21 Mon 11/22/21 15 days Installation of Storm Piping Tue 11/23/21 Mon 12/13/21 15 days Installation of conduits for lighting Tue 12/14/21 'Thu 12/23/21 8 days Installation of irrigation sleeves Tue 12/14/21 Mon 12/20/21 5 days Installation of Roadway Base Tue 12/21/21 Mon 1/10/22 15 days Installation of Curbs and Sidewalks Tue 1/11,22 Mon 1/17/22 5 days Construct Roadabout at Hermosa Way Tue 12/14/21 Mon 12/27/21 10 days Construct Roadabout at Stratford lane Tue 12/21/21 Mon 1/3/22 10 days Installation of sod Tue 1/4/22 Mon 1/10/22 5 days Install Lighting Tue 1/18/22 Wed 1/19/22 2 days Place initial lift of asphalt paving Thu 1/20/22 Mon 1/24/22 3 days Temp Line Striping Tue 1/25/22 Tue 1/25/22 1 day February Feb March April May lone luly Augurt September October November December January February March April May lone Juty Mar A r Ma Jun lul Au Se OR Nov Dec lan Feb Mar Aar Ma Jun Augurt 5 lul Au 1 5/10 ♦ 5/6 8/3 9/20 10/11 ♦ 5/13 5/24 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Project: Whippoonvlll Prelimina Date: Tue 10/6/20 Task Summary �1 Im1r. Milestone m Duration -only I Start -only C Wemal Milestone ♦ Manual Progress Split .................. Projea Summary r -----1 Inactive Summary I 1 Manual Summary Rollup Finish -only 3 Deadline ♦ Milesone ♦ Inacive Task Manual Task Manual Summary Erternal Tasks Progress Page 1 16 W% PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Quality Enterprises USA, Inc. RPS No.: 20-7735 Design -Build of Whippoorwill Lane Marabella Lakes Dr. Connection Preliminary Project Schedule ID Task Name Start Finish Duration February Feb March April May lone July Augurt September ORober November December January Febmary March April May Lune July August 5 Mar A r Ma Jun Jul Au Se Oct Nov Dec Jan Feb Mar A r Ma Jun Jul Au 49 Open Connector Roadway Wed 1/26/22 Wed 1/26/22 1 day Construction Phase II - Marabella Lakes Dr Widening & Livingston Signal Thu 1/27/22 Mon 3/29/22 43 days Set up MOT Thu 1/27/22 Thu 1/27/22 1 day Survey and Layout Fri 1/28/22 Fri 1/28/22 1 day Install Erosion Control Devices Mon 1/31/22 Mon 1/31/22 1 day Clear &Grub Tue 2/1/22 Wed 2/2/22 2days Installation of Storm Piping Thu 2/3/22 Wed 2/9/22 5 days Place Embankment for Widening Thu 2/10/22 Tue 2/15/22 4days Installation of conduit for lighting Wed 2/16/22 Thu 2/17/22 2 days Installation of irrigation sleeves Fri 2/18/22 Mon 2/21/22 2 days Installation of Roadway Base Tue 2/22/22 Mon 2/28/22 5 days Installation of Curbs Tue 3/1/22 Mon 3/7/22 5 days Installation of sod Tue 3/8/22 Wed 3/9/22 2 days Install Lighting Tue 3/15/22 Wed 3/16/22 2 days Place Construction lift of Asphalt Thu 3/17/22 Fri 3/18/22 2 days Temp Line Striping Mon 3/21/22 Mon 3/21/22 1 day Livingston Rd Turn Lane MOT Set Up Thu 1/27/22 Thu 1/27/22 1 day Livingston Rd -clear&grub Fri 1/28/22 Fri 1/28/22 Iday Livingston Rd - Excavate for new turn lane Mon 1/31/22 Tue 2/1/22 2 days Livingston Rd - Install new curb Wed 2/2/22 Thu 2/3/22 2 days Livingston Rd - Install black base Fri 2/4/22 Fri 2/4/22 1 day Livingston Rd - Install surface course and line stripe Mon 2/7/22 Mon 2/7/22 1 day Livingston Rd- Install drilled shafts for Signalization Tue 2/8/22 Mon 2/21/22 10 days Livingston Rd- Install conduit for signalization Tue 2/22/22 Mon 2/28/22 5days Livingston Rd - Erect Mast Arms Tue 3/1/22 Mon 3/7/22 5 days Livingston Rd - Wiring for Mast Arms Tue 3/8/22 Mon 3/21/22 10 days Activate Signal and open turn lane Tue 3/22/22 Mon 3/28/22 5 days Constuction Phase III - Whippoorwill Lane Tue 3/22/22 Mon 6/6/22 55 days Survey Tue 3/22/22 Tue 3/22/22 1 day Set up MOT Wed 3/23/22 Wed 3/23/22 1 day Erosion Control Wed 3/23/22 Thu 3/24/22 2 days Clear & Grub Fri 3/25/22 Mon 3/28/22 2 days Construct Roundabout at Andalucia Way Tue 3/29/22 Mon 4/11/22 30 days Installation of Storm Piping/Structures- Modify Existing Tue 3/29/22 Wed 4/13/22 12 days Installation of Conduits for lighting Thu 4/14/22 Wed 4/20/22 5 days Installation of Irrigation sleeves Thu 4/21/22 Wed 4/27/22 5 days Installation of curbs for islands Thu 4/28/22 Wed 5/11/22 10 days Installation of curbs for turn lanes Thu 5/12/22 Wed 5/18/22 5days Installation of sidewalks Thu 5/19/22 Wed 5/25/22 5 days Installation of sod Thu 5/26/22 Mon 5/30/22 3 days Install lighting Thu 5/12/22 Wed 5/25/22 10 days Mill and Overlay Tue 5/31/22 Fri 6/3/22 4 days Temp Line Striping Mon 6/6/22 Mon 6/6/22 1 day Constuction Phase IV - Final Overlay and Striping Tue 6/7/22 Wed 6/29/22 17 days Place final overlay on all roadways Tue 6/7/22 Mon 6/13/22 5 days Place line striping Tue 6/14/22 Tue 6/14/22 Iday Place Thermo Line Striping Wed 6/29/22 Wed 6/29/22 Iday Final Completion July 7, 2022-494 days from NTP Thu 7/7/22 Thu 7/7/22 1 day h I� +♦ 7/7 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 Project: Whippoorwill Prelimina Date: Tue 10/6/20 Task Summary �1 Inactive Milestone O Duration -only J�1 Start -only [ External Milestone ♦ Manual Progress Split Project Summary I -------- 1 Inacive Summary I I Manual Summary Rollup Finish -only 7 Deadline � Milestone ♦ Inactive Task Manual Task Manual Summary r ----1 External Tasks Progress Page 2 17 /l. Cibb. elm That rC - . rl WZZ PROJECT TEAM APPROACH RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection SOFTWARE r;�Trimble CST &MERICAN AUGERS. ExaMTime AnARCOROCompany e I vista" EPIROC DRUM CUTTER EXAKTIME SOFTWARE QE'S TECHNOLOGY QE utilizes the Epiroc drum cutter excavator attachment to cut through heavy rock and concrete. The machine uses rotating drums equipped with strategically positioned picks and is rotated at several hundred revolutions per minute. This new technology not only reduces sound and vibration, but also enhances job performance. Within QE's advanced equipment fleet is the Caterpillar NEXT Generation Excavator with built in CAT grade and slope technology. This machine was further upgraded to utilize a Trimble Total Station which ensures the highest level of accuracy on projects and provides images when satellites (GPS) are not available due to overhead obstruction. Many of QE's machines including CAT Dozers, Motor Graders, and Pavers are also GPS enabled. The integrated GPS receivers communicate with the base site station and can control blade or bucket movement. QE's move to cloud -based solutions eliminated the need for paper time cards. Exaktime allows QE's management team to create weekly schedules, send real- time updates to field personnel, and allows crews the ability to clock into their pre- assigned job. Not only does it simplify payroll, but ExakTime allows QE to track labor to keep projects moving forward. QE machines are fully equipped with site positioning systems for machine grading and 3D technology. QE has invested in Trimble sitework technology, a site modeling program that leads to savings in �y material usage and manpower and improves (/ accuracy from the ability to perform "as - built checks' or changes on the fly. Trimble technology allows QE to achieve millimeter accuracy with fewer passes and no manual staking, and 3D site models yield detailed progress and material movement reports. HCSS GPS TRACKING Managing QE's fleet of equipment is always a priority. With crews working throughout the Southeast region, it's important to know where our equipment is at all times. With HCSS GPS, we track and monitor the location, usage hours, preventative maintenance, and performance data on all equipment. This allows our logistics team to effectively relocate our resources where we need them the most. QE utilizes Vista by Viewpoint, to manage all areas of a project. The Viewpoint iPad application allows for real-time collaboration between the office and operations teams, as superintendents can easily review invoices, request PO's and complete daily reports. The software is also used to capture labor time and production units, and helps facilitate safety training and weekly safety talks. HEAVY EQUIPMENT TRIMBLE SITEWORK & VISTA BY VIEWPOINT 18 WZZ TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ► DESIGN & CONSTRUCTION STANDARDS The improvements associated with this Design -Build project will adhere to the following standards: • MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE (FLORIDA GREENBOOK) • FDOT DESIGN MANUAL REQUIREMENTS AND STANDARDS • SFWMD REQUIREMENTS AND STANDARDS • COLLIER COUNTY UTILITY STANDARDS, DETAILS, AND SPECIFICATIONS • COLLIER COUNTY TRANSPORTATION OPERATIONS DEPARTMENT STANDARDS • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) & THE FLORIDA ADMINISTRATIVE CODE REQUIREMENTS & STANDARDS • 10 STATE STANDARDS ► DEVIATIONS FROM DESIGN CRITERIA PACKAGE QE + ABB's proposed design and construction for this project will adhere to the criteria in this document. At this point, it is anticipated that no design exceptions or variations will be needed for the construction of Whippoorwill Lane and Marbella Lakes Drive Connection Design -Build Project. Design exceptions are required when any of the 10 controlling Design Elements established by AASHTO cannot be met. ► PERMITTING / PRE-APP MEETING I QE + ABB + SFWMD The QE + ABB team conducted a Pre -Application meeting with South Florida Water Management District ("SFWMD") on August 27th, 2020 to discuss existing permits and anticipated items for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build project. Among those in attendance were Justin Hojnacki and Carmen Quan from SFWMD. There are three SFWMD permits covering this project area, as depicted in Figure 3.1. / SFWMD - EXISTING PERMITS i Unbuilt sections of F^ roadway--N-S and ............ E-W were permitted in 2007 to drain into Marbella Lakes-- permit expired. Existing F-W Marbella Lakes Dr permitted and constructed--11-00156-5 Existing N-S Whippoorwill Lane -� •• permitted and i - -_-_constructed--11-02182-P--unbuilt :. section south accounted for with 4 Roadway drainage was designed to be treated by adjacent - I= Whippoorwill projects that are now in operation status. The existing �c�:..� Woods}- 11 01879-P section of Whippoorwill Lane was permitted (11-02182-P) and drains into Stratford Place (11-01879-P). The unbuilt ..,. north -south section of Whippoorwill Lane water quality Marbella Lakes (fka Livingston treatment was addressed under this original permit, as Village)-11-00158-5 well. The existing section of Marbella Lakes Drive was ■ permitted under permit 11-00158-S. The unbuilt sections of the roadway, east -west and north -south were also permitted with the Marbella Lakes project back in 2007, and the permit expired in 2014. QE + ABB believe that it will be beneficial to renew this permit since it provides the water quality treatment (1.5" approximately) and quantity attenuation for the missing sections of the roadway. The drainage areas were accounted for, and there are existing structures to accept the runoff. The existing compensating water quality for the north -south section of Whippoorwill Lane can remain as an added benefit. / SFWMD RECOMMENDATIONS SFWMD advised that two new Minor Modifications would be required in the operational permit areas where new roundabouts are proposed. The unconstructed areas (north -south portion of Whippoorwill Lane and the east -west portion of Marbella Lakes Drive) will require a new permit. SFWMD advised that all three applications should be submitted concurrently. Supporting documentation of a floodplain analysis and a nutrient analysis will be required, along with property owner authorizations (if not already obtained). QE + ABB believe that this authorization was previously addressed with the right of way acquisitions; however, the team will verify that information and provide documentation. In addition, a short-term dewatering permit may be necessary to install the proposed drainage. It was determined by QE that the project should not require a full dewatering permit because the water can be contained onsite by QE. With regard to irrigation, if it will be done with potable water, QE + ABB will need to provide a letter from the utility provider. / PASSARELLA & ASSOCIATES, INC - ENVIRONMENTAL PERMITTING Based on the Pre -Application meeting with SFWMD, Passarella & Associates, Inc. (PAI) will prepare an Environmental Resource Permit (ERP) plan set which will include a Florida Land Use, Cover and Forms Classification System (FLUCFCS) map, and a map quantifying impacts to the adjacent drainage system (if applicable). PAI will also provide a listed Species Survey Report and will assist the project engineer in preparing Section C of the ERP application. The environmental scope of work will also include responding to one request for additional information received from SFWMD as part of the ERP application review process. 19 wz TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROADWAY DESIGN I EXISTING CONDITIONS QE + ABB performed project site visits to review and compile existing project conditions which are described below: • Livingston Road at Marbella Lakes Drive is a 6-lane urban section with 11-ft travel lanes, a 12-ft right -turn lane, a 22-ft wide raised landscaped median and an 8-ft pathway, located on the back of curb, on the east side. The right turn -lane improvements and Marbella Lakes Drive were not part of the original Livingston Road Phase II plans (Golden Gate Parkway to Pine Ridge Road) which were prepared by ABB. The intersection is stop - controlled. The street lighting system for Livingston Road consists of dual -armed light poles in the full width medians and single -arm poles to the outside of pavement where left -turns are present. Marbella Lakes Drive is an undivided, two-lane roadway (12-ft lane widths) with both urban and rural typical section characteristics. The length of roadway is approximately 1,400 LF with a ROW width of 75-ft. On the south side there is Type F curb and gutter with a 6-ft sidewalk set -back with a grass utility strip. The north side is a rural section with no curb and gutter. The roadway was constructed with a reverse -crown with the roadway runoff collecting to the south via curb inlets and discharging into the Marbella Lakes stormwater management system. Right -turn lanes are provided at both Livingston Road and Hermosa Drive. An existing streetlight system is located behind the back of sidewalk on the south side. • The Kensington canal is located along the north side of the road within a 40-ft Drainage Easement. As mentioned earlier, the roadway water sheet flows to the south, so none of the road drainage discharges directly into this canal. A 10-ft wide concrete pathway is present along the north side of the canal. Both Marbella Lakes to the south and Aviano of Naples to the north have decorative walls along their perimeters. the right-of-way which drain into the Marbella Lakes water management system. The Kensington Canal and 10-ft concrete pathway continue from the roadway to the east. The decorative walls for both communities also continue along their respective property lines. • The 12" water main continues to the east and has a tee connection to the south to serve the Marbella Lakes community. There is an addition of an 8" water main on the north side of the ROW which serves Aviano of Naples to the north. No other private utilities are in this portion of the ROW. • As the project turns north at Whippoorwill Lane it is also undeveloped for the first 1,200-ft. The existing right-of-way width increases to 80-ft. The 10'-ft wide pathway and decorative wall for Aviano of Naples both turn 90-degrees at this intersection. However, the pathway reduces in width to 6-ft and only continues for about 600-ft before terminating with no connection to the sidewalk at Stratford Lane. The 8" and 12" water mains are connected at this intersection and combine into a single 12" water main which continues down the center of the ROW. An overhead FPL electric line and poles begins along the west side of the ROW. • At Stratford Place, Whippoorwill Lane begins with a dead-end cul-de-sac. The roadway is an undivided urban section. There are two 11-ft travel lanes separated by a median gore, which provides room for left -turn lanes into the various communities. There is one section of the roadway, approximately 320-ft in length, where it is only 2-lanes wide. This occurs at the approximate mid -point of the alignment. The pavement is crowned in the middle and drains to Type F curb and gutter to the west and both Type F curb and gutter and valley gutter to the east. The inlets then drain into the adjacent developments' stormwater management system. There are 5-ft concrete sidewalks with grass utility strips on both sides of the road. • The only existing driveway, Hermosa Drive, provides access to the Marbella • Driveway connections are provided for Stratford Place, Mariposa, Lakes Community. The driveway is extremely wide for residential access Andalucia, The Reserve, Avow Hospice and Seagate Baptist Church as measuring 100-ft across with an 18-ft wide median. The guardhouse is well as side road connections at Night Hawk Drive and Kraft Lane. There set -back approximately 90-ft from the roadway. • All existing utilities, both public and private, are underground on Marbella Lakes Drive. The public utilities consist of a 12" water main along the north side of the road (Collier County) and a 4" force main (Collier County) north of the ROW line. Telephone (CenturyLink), TV Cable (Comcast) and Power service (FPL) services are not present and are likely provided from Livingston Road into the Marbella Lakes development. Marbella Lakes Drive dead -ends at the Hermosa Drive intersection and there are no roadway improvements along the remainder of the corridor. The length of this vacant portion of the 75-ft wide right of way is approximately 1,200-ft. There are existing ditch inlets on the south side of is no roadway lighting system along Whippoorwill Lane, but there are some streetlights present at entrances to the residential communities. No landscaping has been installed within the right-of-way. There are several utility lines along Whippoorwill Lane. A 12" water line generally to the west and a 10" force main to the east represent Collier County utilities. The FPL power line and poles along the west side continues along with overhead telephone and cable TV. A preliminary set of Construction Plans has been prepared using the Concept Plans, and the basic Design Parameters were determined using a Design Criteria Matrix (included in Section 3 of this Technical Proposal.) wm TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10ROADWAY DESIGN I PROPOSED PROJECT IMPROVEMENTS The following is a description of the proposed project improvements: The start of the project is the installation of a northbound U-Turn lane along Livingston Road at the Marbella Lakes Drive intersection. The 22-ft -wide median will be reduced to 11-ft using Type F curb and gutter. The existing landscaping will need to be removed and replaced. Three of the light poles in the median will be impacted, two removals and one relocation. In addition, lighting would be added to each of the three proposed signal mast arms. Regarding the mast arms, a proposed Signal Warrant Study will be prepared to confirm the necessity of the traffic signal. At the Marbella Lakes Drive intersection, the roadway will be widened to the north to provide dual - left turn lanes and a 9-ft wide raised median with Type F curb and gutter. All lanes will be 11-ft in width. Guardrail is proposed on the north side of the turn lanes to shield vehicles from a drop-off to the Kesington Canal. The south edge of pavement will be held in order to utilize the existing Type F curb and gutter, closed drainage system, sidewalk, and streetlights to the south. • As the roadway continues to the east and the turn lanes are dropped the road becomes a 2-lane, undivided roadway with 10-ft lanes. Type F curb and gutter will be present on both sides, but all the roadway run-off will slope to the south. A swale will be constructed on the north side for the purpose of dry treatment. The proposed roadway drainage will be connected into the existing Marbella Lakes drainage system. It is anticipated that the existing pipe sizes will be sufficient to handle the new roadway design. At Hermosa Drive the first of four roundabouts is proposed. The alignment will shift to the north to accommodate the roundabout as well as facilitate reduced speeds. A splitter island will be introduced on the western approach. The cross -slope of the roadway would also transition to a normal crown section where roadway run-off would go the north for the westbound lanes and to the south for eastbound lanes. With the splitter island in place, the width of the travel lanes are 11-ft. The eastern approach is similar with 11-ft lanes and splitter island, but the offset of the alignment is not as great. Streetlights will be added for the roundabout. QE + ABB recommend the removal of the separate eastbound right -turn lane and the dual lane exits from Marbella Lakes. This will reduce the number of conflict points and allow the roundabout to function in a more efficient manner. Crosswalks will be provided at all 3-legs of the roundabout and residents of Marbella lakes will now have direct access to the 10-ft concrete pathway to the north. • The roadway drainage will still drain into Marbella Lakes via their existing system. But, with the new roundabout pushed further to the north, this will impact a portion of the Kensington Canal. Dual 30" pipes and associated headwalls are proposed in order to bridge the roundabout over the canal. Dry treatment swales shall be added on either side of the road through this area. With the removal of the eastbound riqht-turn lane additional will continue to the south into the Marbella Lakes system. Similar to the first roundabout dual 30" pipes will be required to maintain the Kensington Canal. Streetlights are proposed to light the roundabout. North of the roundabout will consist of new construction along Whippoorwill Lane to the third roundabout at Stratford Place. The lane widths will be 10-ft with Type F curb and gutter on each side with a normal crown cross slope. A 5-ft wide concrete sidewalk will be added to the west side in order to connect the gap from Aviano of Naples to Stratford Place sidewalk. Once again, a splitter island, approximately 110-ft in length, will be placed in between roundabouts two and three. The travel lane width will increase to 11-ft at the splitter island. • The roadway drainage will be conveyed to the south into Marbella Lakes by a closed drainage system. In addition, quadruple 36" pipes will be added just south of the existing cul-de-sac at Stratford Place in order to maintain the natural flow pattern of the surrounding wetlands. • The third roundabout is proposed at Stratford Place and will be a 3-leg roundabout like the roundabout at Marbella Lakes Drive and Hermosa Drive. However, there will not be a crosswalk on the south leg since there is no sidewalk on the east side of Whippoorwill Lane, south of Stratford Lane. Each approach to the roundabout consists of 11-ft lanes with Type F curb and gutter with varying width splitter islands. The lanes will be in normal crown. New construction is anticipated through the roundabout area to provide proper grading. The existing drainage system will be utilized in this area. Proposed sidewalks will tie -into the existing sidewalk on the east and west side of the road. Streetlights will be added to light the roundabout. • North of the roundabout, the splitter island will continue as a raised 16-ft wide median, with Type F curb and gutter, to Mariposa Circle. The rest of the pavement will be milled and resurfaced to keep the existing curb and gutters, sidewalks, and closed drainage system in place. North of Mariposa Circle is similar construction, other than the median will be reduced to a concrete traffic separator to accommodate the southbound left -turn lane into Mariposa. Once the left -turn lane ends the median will widen to 16-ft and eventually lead -into the splitter island for the roundabout to the north. The final roundabout is proposed at Night Hawk Drive and Andalucia Way. It is the only 4-leg roundabout on the project and therefore, it will have 4 crosswalks. Since this roundabout fits within the footprint of the existing roadway, it is anticipated that it could be built with asphalt overlay in the center and milling and resurfacing on the approaches. Splitter islands will be constructed on all 4-legs of varying width. Since turn lanes are not necessary for a roundabout, quite a bit of pavement will be removed on the northwest and southeast quadrants. This will allow the new sidewalk to be set -back from the back of curb with a grass utility strip. But this will also require new curb and gutter and additional curb inlets. The new curb inlets will be tied into the existing drainage system. greenspace wui De aaaea wmcn cowa De usea Tor Tuture ianascaping improvements. • North of the roundabout, the splitter island will gradually reduce in width • East of the roundabout will be new construction along Marbella Lakes Drive. The typical section will be similar to the two-lane section west of the roundabout except that this will be a normal crown cross slope vs. a reverse crown cross slope. A raised splitter island, approximately 110-ft in length, will be added halfway between the two roundabouts and lane widths will increase to 11-ft in the splitter island area. • The second roundabout is proposed at the end of Marbella Lakes Drive and the beginning of Whippoorwill Lane. Each approach to the roundabout consists of 11-ft lanes with Type F curb and gutter with varying width splitter islands. The lanes will be in normal crown. Roadway drainage in this area and return to the existing 2-lane section at the approximate beginning of the southbound right -turn lane into Andalucia Way. This two-lane section will match the existing travel lane width of 10-ft. Milling and resurfacing will be utilized to retain the existing curb and gutters, closed drainage, and sidewalks on each side of the road. For the remainder of the project, the existing travel lane widths, turn lane widths, existing curb and gutters, sidewalks and drainage will be maintained via milling and resurfacing. The only exception is the median gore area along Avow Hospice will be converted to a raised median with Type F curb and gutter that will vary in width with a maximum width of 12-ft. The work on Whippoorwill Lane, as well as the project, will end at Kraft Lane. 21 WMM TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROADWAY DESIGN I DESIGN CRITERIA MATRIX Whippoorwill Lane Marbella Lakes Drive Connection DESIGN CRITERIA MATRIX DESIGN ELEMENT DESIGN STANDARDS REFERENCE Facility Type Urban Collector Florida Greenbook (Table3-1) Design Speed 40 mph Florida Greenbook (Table 3-1) Posted Speed 35 mph Lane Widths - Divided and RAB 11' Florida Greenbook (Table 3-10) Lane Widths - Undivided 10' Florida Greenbook (Table 3-10) Roadway Sections - Curb & Gutter Type F FDOTStandard Plans 520-001 Median Sections - Curb Type FDOTStandard Plans520-001 Roundabouts - Central Island Curb & Gutter Type RA FDOTStandard Plans520-001 HORIZONTAL ALIGNMENT DESIGN STANDARDS REFERENCE Median Width 10' Florida Greenbook (Table 3-14) Median Slopes < 10% Florida Greenbook (C.7.e.3) Cross Slope -Typical 0.02 Florida Greenbook (C.7.b.2) Cross Slope- Minimum 0.015 Florida Greenbook (C.7.b.2) Cross Slope - Maximum 0.04 Florida Greenbook (C.7.b.2) Cross Slope Shoulder -Typical 0.02 Florida Greenbook (Table3-12) Change in Cross Slope - Adjacent/Through 0.04 Florida Greenbook (C.7.b.2) Horizontal Curvature - Max Angle 110 15' Florida Greenbook (Table 3-5) Horizontal Curvature - Min Radius 510 Florida Greenbook (Table3-5) Superelevation (emax) 0.05 Florida Greenbook (Table3-5) Max Deflection w/o Horizontal Curve 2' 00' 00" FDM (210.8.1) Max Defelection Through Intersection 5' 00' 00" FDM (Table 212.7.1) Shifting Taper Length (Non -Merge) L = (W*S2)/60 FDM (212.6) Clear Zone (Urban Section) 4' Florida Greenbook (Table 3-15) Roadside Slopes -Typical 1:4 or less Florida Greenbook (C.7.f.2) Roadside Slopes- Maximum 1:3 Florida Greenbook (C.7.f.2) VERTICAL ALIGNMENT DESIGN STANDARDS REFERENCE Minimum Gutter Grades 0.30% Maximum Gutter Grades 9.00% Florida Greenbook (Table 3-7) Max Grade Change (No Vert Curve) 0.80 Florida Greenbook (Table3-8) Min Vert Curve Length -Crest 120.00 Florida Greenbook (Table 3-9) K Value Min Length of Vert Curve - Crest 44 Florida Greenbook (Table 3-9) Min Vert Curve Length -Sag 120 Florida Greenbook (Table 3-9) K Value Min Length of Vert Curve - Sag 64 Florida Greenbook (Table 3-9) SIGHT DISTANCE DESIGN STANDARDS REFERENCE Stopping Sight Distance 305' Florida Greenbook (Table3-3) Passing Sight Distance 600' Florida Greenbook (Table3-4) Intersection Sight Distance- LTTurn 440' Florida Greenbook (Figure 3-12) Intersection Sight Distance - RTTurn 380' Florida Greenbook (Figure 3-12) SIDEWALKS DESIGN STANDARDS REFERENCE Minimum Width 5' Florida Greenbook (Chapter 8 B.1) Minimum Thickness 6" Collier County Min Separation for 5' SW from BOC 2' Florida Greenbook (Chapter 8 13.1) Minimum Width Adjacent to Curb 6' Florida Greenbook (Chapter 8 6.1) Maximum Grade 5% (Without ramps) Florida Greenbook (Chapter 8 6.1) Maximum Cross Slope 2% Florida Greenbook (Chapter 8 6.1) Curb Ramps - Minimum Width 4' FDOTStandard Plans522-002 Curb Ramps -Transition Slope 1:10 Collier County ROUNDABOUT SCOPE RECOMMENDED DESIGN Design Vehicle WB-40 - Intermediate Semitrailer WB-50 - Furniture Van Desirable Maximum Entry Speed 20 mph Circulation Speed =20 mph Inscribed Diameter 90' 104' Central Island Diameter 32' 32' Circulatory Roadway Width 16' 16' Truck Apron Width 8' TBD by truck turning templates Raised Splitter Island Length 150' TBD on sidestreets Raised Splitter Island Width 10' TBD on sidestreets Crosswal ks W i dt h 10' 10' Sidewalk Buffer Width 5' 6' would allow future tree plantings 22 wm TRANSMITTAL LETTER & EXECUTIVE SUMMARY RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection 10, DRAINAGE DESIGN Drainage & Stormwater management are integral components of a successful roadway project. This Whippoorwill Lane Marbella Lakes Drive Connection project will be designed in compliance with the FDOT Drainage Manual; SFWMD ERP Information Manual; Florida Administrative Code, UC Chapter 14-86; Federal Aid Policy Guide 23 CFR 650A; and the requirements of the regulatory agencies. Full coordination with the permitting agencies is an essential part of this process. To that end, QE +ABB have already had a pre -application meeting with the South Florida Water Management District (SFWMD) to discuss this project. The details and direction from SFWMD can be found in Section 3 of this Technical Proposal, along with the detailed chart outlining the design parameters associated with the drainage system. Review and understanding of the existing permits along the project corridor and how they interface with the proposed roadway improvements are an essential part of the permitting process. Team member Norman Trebilcock was the Engineer of Record for Whippoorwill Lane, Stratford Place, and the initial development of Marbella Lakes. Norman's past design and permitting history on this project will aid in developing an efficient and effective drainage design and permitting approach. Since the project area includes existing facilities conveying surface water flows generated from the surrounding area, it will be necessary to include regional hydraulic and hydrologic modeling of the off -site inflows as well as the proposed drainage improvements. The analysis will include pre vs. post conditions to ensure there will be no adverse impacts to the surrounding areas or existing stormwater management systems. From a constructability and maintenance standpoint, QE + ABB will verify that all existing drainage pipes that are to remain have adequate hydraulic capacity and design life. If any of these storm pipes are found to be hydraulically inadequate or found to have insufficient design life, they will be removed and replaced. If any existing drainage pipes require repairs but otherwise would have sufficient remaining design life, repairs shall be made in accordance with FDOT standards. The proposed project is divided into two drainage basins. The first basin includes the existing roadway along Marbella Lakes Drive, the unfinished portion of Marbella Lakes Drive and the unfinished portion of Whippoorwill Lane, south of Stratford Place. This drainage basin drains intothe Marbella Lakes water management system and ultimately outfalls to the 1-75 Canal (D-2 Canal). The second basin consists of Whippoorwill Lane from Stratford Place north to the end project. This portion of the project drains south into the Stratford Place water management system. This system also outfalls to the 1-75 Canal (D-2 Canal). For the first drainage basin, the existing roadway drainage along Marbella Lakes Drive sheet flows to the south, via a reverse crown typical section, and is collected by Type F curb and gutter and 4 curb inlets. The storm drainage flows into two pipe connections and into the existing Marbella Lakes water management system. As part of the proposed roadway design additional curb inlets, manholes and pipe crossings will be required at the dual -left turn lane at Livingston Road and at the new roundabout at Hermosa Drive. The new drainage pipes will tie -into the existing drainage system. Some of the existing drainage structures will need to be modified to accept a new pipe connection or the tops will have to be adjusted to meet the new design grades. For the construction of the roundabout the Kensington Canal will be impacted. To maintain the flow of the canal, approximately 650-ft of dual 30" pipe will be required. However, the Kensington Canal is a separate water management system and no roadway water from this project will be permitted to enter the canal. The existing vacant portion of Marbella Lakes drive to the east of Hermosa Drive also drains to the south via a series of 4 ditch inlets. These ditch inlets convey flow south into the Marbella Lakes water management system. The proposed drainage in this segment consists of a series of 3 pairs of curb inlets with pipe crossings which would drain south into a proposed swale via mitered end sections. The swale will be connected to 2 of the existing ditch inlets which in turn drain into the Marbella Lakes water management system. Neither of the existing ditch inlets will require modification. The existing unfinished portion of Whippoorwill Lane has no drainage improvements currently. The proposed drainage consists of 2 pairs of curb inlets with pipe crossings that will drain south and connect with another curb inlet at the proposed roundabout via a 24" pipe. The 24" pipe will continue south across the new portion of Marbella Lakes Drive and eventually drain into the proposed swale on the south side where it will enter Marbella Lakes via an existing ditch inlet. Similar to the first roundabout, this roundabout area will also impact the Kensington Canal. Approximately 350-ft of dual 30" pipes will be required to maintain the connection of the canal. The final drainage feature in this portion of the roadway is a quadruple 36" pipe crossing just south of the existing cul-de- sac at Stratford Place. This crossing is to maintain the adjacent wetland areas and is not intended to accept any roadway runoff. The second drainage basin begins at the northern project limits and extends south to Stratford Place. Existing Whippoorwill Lane is crowned at the centerline where roadway water sheet flows to the east and west and is collected via Type F curb and gutter/ valley gutter via a series of curb inlets. The curb inlets, by the use of a series of crossings, send water to the east where the main trunk line is located. The drainage trunk line begins as an 18" RCP and gradually increases in size as it flows to the south. The pipe size is 36" diameter at the northeast corner of Stratford Place where it enters the community in a blind junction -box. This portion of Whippoorwill Lane is mostly mill and resurface except where raised medians are proposed. Therefore, most of the existing drainage can remain in place. There are a few exceptions. Along the east side of the roadway existing valley gutters are to be replaced with Type F curb and gutter. So, it will be necessary to replace the tops of the valley gutter curb inlets with FDOT Type 5 or 6 curb inlet tops. At the Night Hawk Drive and Andalucia Way roundabout, the pavement width is reduced with the removal of turn lanes. This reconfiguration will require 2 new curb inlets which will tie into the existing drainage system. For the roundabout at Stratford Place 4 Type P-5 curb inlets, a modification of a blind junction box along with approximately 284-ft of 18" pipe will be required to adequately drain the roundabout and tie into the existing Stratford Place water management system. 71 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection DRAINAGE DESIGN I DRAINAGE SYSTEM DESIGN PARAMETERS PIPE MATERIAL TBD based on optional pipe analysis. Assumed RCP for conceptual plans and price. Potential cost savings if other FDOT approved material is deemed acceptable. DESIGN STORM - FREQUENCY OF 10-year (Table 3.1 FDOT Drainage Manual). The rainfall intensity will be determined from the STORM DRAIN SYSTEMS "Rainfall Intensity -Duration -Frequency Curve for Zone 8" based on the time of concentration of each contributing sub basin within the project limits. DESIGN TAIL WATER Based on surrounding SFWMD ERP permits, surveyed elevations of high-water lines/marks, and local tidal information. RUNOFF DETERMINATION Rational Method per Section 3.5 of FDOT Drainage Manual. DRY DETENTION Front slopes will be no greater than 4:1. SIDE SLOPES Back slopes will be no greater than 3:1. CONTROL ELEVATION 8.50' NGVD29 (7.22' NAVD88). Based on SFWMD ERP Permit 11 -001 58-S-03 for the Whippoor- will Lane and Whippoorwill Way Extension with discharge into 1-75 Canal. TIME OF CONCENTRATION 10 minutes minimum. Excluding minor losses, the storm sewer system shall provide a minimum clearance of 1 foot MINIMUM CLEARANCE from the Hydraulic Grade Line (HGL) to the gutter elevation. This will not apply to ditch bottom inlets where temporary ponding is not objectionable. If all minor losses are considered, then it is acceptable that the HGL can be designed to the gutter elevation. MINIMUM VELOCITY The minimum velocity shall be 2.5 feet per second (fps) in the storm sewer pipes. OUTLET VELOCITY If greater than 6 fps, then erosion protection and/or energy dissipation shall be considered. MANNING'S COEFFICIENTS TBD based on optional pipe analysis. Assumed 0.012 for concrete pipe for initial design. MINIMUM PIPE DIAMETER The minimum pipe diameter shall be 18 inches. MAXIMUM DISTANCE BETWEEN PIPE Maximum distance between pipe access shall be 300 feet for pipe diameters of 18 inches, 400 ACCESS feet for pipe diameters of 24 to 36 inches and 500 feet for pipe diameters of 42 inches or larger. CALCULATED SPREAD AT EACH CURB Using an intensity of 4 inches per hour, the calculated spread at each curb inlet shall be less than INLET one half of the width of the outside travel lane. MINIMUM VERTICAL CLEARANCE Minimum vertical clearance from other utilities shall be18 inches per Collier County Utility Standards. 24 WZZ TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ► ROUNDABOUT DESIGN Roundabouts are one of the most effective speed reduction measures available to engineers. Installing roundabouts at critical intersections, where the greatest volumes of pedestrian, bicycle and vehicle conflicts occur, significantly reduce vehicle crashes and crash severity while providing pedestrians and bicyclists with safe road crossings. While reducing delay to all users, they enhance the overall aesthetics of the roadway, offer a distinctive feature, and provide additional landscaping opportunities. An important member of the QE + ABB Design -Build team is Michael Wallwork, P.E., a world-renowned expert in roundabout design, traffic calming and complete streets. Michael's roundabout experience spans 44-years with more than one - thousand roundabout designs in four countries. Michael reviewed the concept plans and made refinements to the roundabout designs. Below are descriptions of the enhancements, along with side -by side comparisons of the concept plans versus the revised design. Full size images follow on the next four pages in this Technical Proposal. While the original concept design is based upon a fire truck and WB-40 truck, QE + ABB recommend a design for a WB-50 furniture truck which will allow better access for deliveries while maintaining a similar roundabout footprint. QE + ABB have used truck templates to modify each approach and exit leg to maximize speed control in the roundabout while providing adequate space, so larger trucks will not hit the curb lines. In regard to crosswalks, QE + ABB have tailored the location so that vehicles exiting the roundabout have ample sight - distance to slow down, but not enough time to be in acceleration -mode as they exit the roundabout to reach the posted roadway speed. QE + ABB recommend a straight crosswalk vs. a kinked sidewalk, which are more appropriate for multi- lane roadways, at each median crossing. The first roundabout at the Marbella Lakes Community is the most complex of the entire project, mostly due to the extremely wide entrance at Hermosa Way (FIGURE 3.2). The concept plans show an offset deflection to the north which helps in reducing speeds entering the roundabout. With the travel -lane offset, the concept was to utilize as much of the existing pavement to the south as possible. This resulted in an eastbound separated right -turn lane into Hermosa Way. A separated right -turn lane is not recommended on a single -lane roundabout because it will create more conflict points. The same is true of the multi -lane exit from Hermosa Way with a median separator. In addition to creating more conflict points, there will be difficulties for vehicles traveling to the east. A vehicle traveling through the roundabout from Livingston Road would have a challenging time negotiating past the median separator on the east side of Hermosa Way. Vehicles exiting Hermosa Way would approach the intersection at more than a 45-dgree angle, so the drivers would have to look behind them to see traffic existing the roundabout. Therefore, QE + ABB propose a single -lane roundabout that would remove the right -turn lane and dual exiting lane. This would make the intersection smaller and safer for pedestrians to navigate. The next roundabout is located at the 90-degree turn of the connection of Marbella Lakes Drive and Whippoorwill Lane (FIGURE 3.3). This roundabout is unique on the project as it does not serve any sideroads or access any developments. QE + ABB's design is fairly similar to the concept plan. QE + ABB's main design change is to narrow the medians at the entry and exit points to provide a bit more room for turning movements. In particular the in the northwest quadrant which would accommodate vehicles making a U-Turn on Marbella Lakes Drive. Please note there are no crosswalks at this location to slow traffic, so additional landscaping may be considered here in the future to provide a visual cue to the drivers to slow down. The third roundabout at Stratford Place is similar to the Marbella Lakes roundabout since it has 3-legs (FIGURE 3.4). In order to slow southbound traffic down, from the long straight-away portion of the roadway, QE + ABB have reduced the median width and deflected the alignment to the east. This will slow traffic entering the roundabout from the north and traffic exiting from the south as well as provide a better right -turn movement for vehicles exiting Stratford Place. The last roundabout on the project is the only one with 4-legs on the project. This roundabout serves the Andalucia community to the west and Night Hawk Drive to the east (FIGURE 3.5). QE + ABB's design changes at this intersection are subtle. The splitter island is extended further east on Night Hawk Lane. This provides a better visual cue for drivers entering the roundabout and makes the crosswalk much more visible and safer to pedestrians. Other changes include revisions to the medians at the entry and exit points to allow for more efficient turning movements. w1m TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROUNDABOUT DESIGN I MARBELLA LAKES COMMUNITY ENTRANCE (FIGURE 3.2) - 1 .?;.. ir QE-A88 DESIGN � RIGINAL CONCE am HiNK ■■■■■■ QUALITY ENTERPRISES i ------------ � `•� � '' ~ '� \\1111 I'll `� III\ i • �• 1 � �> F'• , s� ROUNDABOUT DESIGN COMPARISON MARBELLA LAKES COMMUNITY ENTRANCE 26 wm TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROUNDABOUT DESIGN I MARBELLA LAKES DRIVE - WHIPPOORWILL LN INTERSECTION (FIGURE 3.3) 20 40 Y 20 40 '1 SCALE: 1" = 40' - CALE: 1" = 40' II l AI I ro Is t -� 227 22 ..� r 226 v 227 2 ILL- - = -- -= - - - ♦ -- - -- ORIGINAL CONCEPT * ,N QE-ABB DESIGN amm 'AGNOLI BARBER & ^ ROUNDABOUT DESIGN COMPARISON CO er QUALITY mmmm."'BRUNDAGE, iNc. MARBELLA LAKES DR -WHIPPOORWILL LN INTERSECTION �y ENTERPRISES 27 _ TECHNICAL INFORMATION III RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROUNDABOUT DESIGN I STRATFORD PLACE COMMUNITY ENTRANCE (FIGURE 3.4) A 4;_ ` 0 20 0 20 4 - SCALE: 1"-40'. i M� CALF: 1"-40' 7 r *a^ •� ' SPA Vol t op F F ] 312 F F 31� 313 w� J I ORIGINAL CONCEPT9,S QE-A88 DESIGN r amm 'AGNOLI :00mm BARBER & ROUNDABOUT DESIGN COMPARISON Co1l-ier iiiiiir QUALITY m�mmm-E.-BRUNDAGE, iNc. STRATFORD PLACE COMMUNITY ENTRANCE �y ENTERPRISES 28 Wzz TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROUNDABOUT DESIGN I NIGHTHAWK DR - ANDALUCIA WAY INTERSECTION (FIGURE 3.5) girl i I I 4 . 1 ► �1A1g W4111 III ��i � y44 yyy +.. ;max• � ,I,I,I �,I,I,i, � Mill '' • ORIGINAL CONCEPT ` QE-ABB DESIGN f 'AGNOLI Mmmmm'"""BARBER & ROUNDABOUT DESIGN COMPARISON Co1l-ier iiiiiir QUALITY .......BRUNDAGE, iNc. NIGHTHAWK DR -ANDALUCIA WAY INTERSECTION y ..■■■■� ENTERPRISES 29 Q TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ► PROJECT RISK & MITIGATION CRITICAL RISK MITIGATION STRATEGIES Community awareness, outreach, involvement, and communication are imperative to the success Impacts to Local Residences, of this Design -Build project and will be handled in full by Cella Molnar & Associates, Inc. (CMA). Businesses, and Traveling Motorists Additionally, QE + ABB's Phasing Plan and MOT Plan will help minimize impact to area residents, & Pedestrians businesses, motorists, and pedestrians. The QE + ABB team conducted a Pre -Application meeting with South Florida Water Management Permitting Delays District ("SFWMD") on August 27th, 2020 to discuss existing permits and anticipated items for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build project. QE + ABB, in conjunction with Earth View, LLC and Forge Engineering, have performed soft dig locates Soil Conditions and hand augers in order to better prepare for subsurface conditions such as presence of rock and/or water table. _ E VFW - P y Use of Subcontractors QE is a versatile general contractor and will self -perform over 90% of this project. QE + ABB reviewed the Concept Plan, obtained GIS locations from Collier County Utility Department, Utility Conflicts called -in a design ticket through 1-800 Sunshine, and performed preliminary Soft Digs and GPR to determine the potential utility relocations and identify the utility owners. The Design -Build team has also been in contact with local utility companies to begin coordination efforts. QE + ABB's proposed design will include mounded central islands that slope upward from the truck Visualization of Roundabouts apron per FDM 213.9. The mounded central islands, along with future tree and shrub plantings, will increase visual awareness of the roundabouts as well as enhance aesthetics. — 1� a� 38-004 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection EXISTING PAVEMENT STUDY I WHIPPOORWILL LANE Asphalt Pavement Rating Form Date 09-02-2020 Inspected By: Subdivision Sean Hanes Street Whippoorwill Ln Limits Pine Ridge Rd, south to the culdesac Length 4,300' Width Pavement type Asphalt Microsurface Limerock Converted Mill Required YES NO (Note: A rating of "0" indicates defect does not occur) DEFECTS RATING Transverse Cracks Longitudinal Cracks Alligator Cracks Utility/Mechanical Cut(Patching) Depressions/Bump/Rutting Corrugations(Ripple) Raveling, Edge of pavement damage Shoving or Pushing Pot Holes Asphalt Bleeding Polished Aggregate/Surface Ravel Condition Rating = 100 — Sum of Defects 0-10 7 0-10 1 0-10 2 0-10 1 0-10 3 0-10 1 0-10 1 0-10 3 0-10 1 0-5 0 0-5 5 Sum of Defects = 25 Condition Rating = 75 Comments of Striping/Asphalt : Striping is Thermoplastic that is faded, and cracked. Approximately 70% of the RPM's (Raised Pavement Markers) are missing. 2020-09-02 11:16:12 1/1 Asphalt Pavement Rating Form (#506) 31 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection EXISTING PAVEMENT STUDY I MARBELLA LAKES DRIVE Asphalt Pavement Rating Form Date 09-16-2020 Inspected By: Sean Hanes Subdivision Street Marbella Lakes Dr Limits From Livingston Rd east to the dead end. Length 1,440' Width 24' Pavement type Asphalt Microsurface Limerock Converted Mill Required YES NO (Note: A rating of "0" indicates defect does not occur) DEFECTS RATING Transverse Cracks Longitudinal Cracks Alligator Cracks Utility/Mechanical Cut(Patching) Depressions/Bump/Rutting Corrugations(Ripple) Raveling, Edge of pavement damage Shoving or Pushing Pot Holes Asphalt Bleeding Polished Aggregate/Surface Ravel Condition Rating = 100 — Sum of Defects 0-10 0 0-10 0 0-10 0 0-10 0 0-10 0 0-10 1 0-10 a 0-10 0 0-10 0 0-5 a 0-5 1 Sum of Defects = 2 Condition Rating = 98 Comments of Striping/Asphalt : The striping is Thermoplastic and starts at the intersection of Livingston Rd and Marbella Dr and extends 180' to the east. There is not any centerline striping on the rest of the road. There are not any RPM's (raised pavement markers). There is Tvoe F curb on the south side of the road only. 2020-09-16 11:54:22 1/1 Marbella Lakes Dr 09-16-2020 (#43) 32 TECHNICAL INFORMATION wzz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection UTILITY DESIGN I UTILITY DEVIATION FORM C�A-r C�01,mty UTILITY DEVIATION FORM Petitioners Request Date: ❑ Wastewater Land Use Application # Project Name: Folio Number(s): Petitioner's Name & Business Name: Business Address: Phone #: Email: Reason for Request: ❑ Water ❑ IQ Water ❑ Privately Owned How does this Request Differ from Ordinance: Impact of this Request of Affected Area: Impact of this Request on the Maintenance of the System: ❑Grease Trap ❑County Owned REQUIRED INFORMATION Cover Letter w/Pertinent Information Site Drawings Detail Specifications (include MFR Maint. Procedures for Grease Trap Deviations) Menu & Seating (Only for Grease Trap Deviations) Explain Benefits Request Will Have to the Operation/Maintenance of the Collier County Utility System: Additional Comments: Utility Deviation Form Revision Date: July 2018 33 Experience QE Experience 1 40+ Years Industry Experience 1 40+ Years 1W Profile r Howard J. Murrell serves as President at Quality Enterprises USA, Inc. (QE) where he oversees all company operations. Howard has been integral to QE's growth and brings more than 40 years of industry experience to the team. Howard has managed a variety of large scale projects, most notably: the recent runway and taxiway expansion for commercial jets at the Hilton Head Island Airport, a 3,700 LF Horizontal Directional Drill under the Harbor River on Fripp Island, SC, and construction of a water tower at Guantanamo Bay in Cuba. Project Experience qp Hilton Head Airport QE recently completed a project at the Hilton Head Island Airport Runway 21 & Runway 3 that included taxiway replacement and runway extension to Extension accommodate for commercial jet traffic. The project involved Hilton Head Island, SC installation of 19,300 tons of P401 Asphalt. Extensive earthwork $25, 827, 390 and utility work was required, including the relocation of an existing forcemain by open cut and horizontal directional drilling. Burnt Store Road This project involved the construction of a new 2-mile roadway Phase II with 3 bridges, utility work, and storm piping. The project was Education & Cape Coral, FL completed on time and within budget, and QE self -performed the Certifications work. $15,849,555 Venice Downtown This project involved the complete reconstruction of the College of William & Mary Corridor Improvements Downtown Venice Business District, including the installation B.S. In Business Administration City of Venice, FL of storm piping, curbs and sidewalks, approximately 2 miles of Florida - Underground Utility & $9, 203,128 roadway base and paving, landscaping, irrigation and lighting. Excavation Contractor Public Outreach and MOT were key elements, as the project was constructed during Venice's high tourist season. Florida - Pollutant Storage Systems Contractor Immokalee Road & This project involved the complete reconstruction of the Florida - Electrical Contractor • Collier Boulevard Immokalee Rd./ Collier Blvd. intersection including construction Intersection & Utility of a new con -span bridge, earthwork, utilities, realignment of a Florida - Plumbing Contractor Improvements new canal, installation of roadway base and paving, curb and Florida - Building Contractor Naples, FL sidewalk, lighting and signalization. The project was located $7,750,472 in a very high -volume traffic area where MOT was critical and required close coordination with Collier County Utilities as well as SFWMD to divert a major canal along Immokalee Road. Central Avenue Road- The City of Naples' Central Ave. Improvement Project was a way and Utilities major transportation enhancement along the Central Ave. Reconstruction corridor between 8th St. and Goodlette-Frank Rd. This project Naples, FL involved the construction of roundabouts, installation of 3,000 $4, 502,433 tons of Asphalt, 4,000 LF of drainage pipe, 6,000 LF of utility piping, curb, sidewalks, pedestrian bicycle lanes, lighting and signalization. The project design is a Blue Zone concept for a healthier urban environment. 34 A Profile Steve Jones will serve as the Project Manager (PM) on RPS # 20-7735 and brings more than 33 years of industry experience to the QE team. As a PM, Steve is responsible for the overall direction, completion, and financial outcome of multiple large-scale construction projects at QE. Steve has overseen several roadway improvement and extension projects and has the leadership, organization, time -management, and communication skills necessary to perform quality work. Experience Project Experience QE Experience 1 33+ Years 0 Hilton Head Airport QE recently completed a project at the Hilton Head Island Airport Runway 21 & Runway 3 that included taxiway replacement and runway extension to Industry Experience 1 33+ Years Extension accommodate for commercial jet traffic. The project involved Hilton Head Island, SC installation of 19,300 tons of P401 Asphalt. Extensive earthwork $25, 827, 390 and utility work was required, including the relocation of an existing forcemain by open cut and horizontal directional drilling. Center for Hope Phase This private development project was performed under the 1 Sitework, Roadwork & inspection of Lee County and FDOT and involved the complete Education & Utilities development of a 50-acre site located in Fort Myers with over Fort Myers, FL 4,000 LF of roadway and utilities. QE self -performed all sitework y p Certifications $10, 366, 311 including site clearing and grubbing, earthwork, excavation of lakes, removal of rock and crushing for use as base rock, water mains, force main, gravity sewer, lift station, curbs & sidewalks, Old Dominion University asphalt paving, landscape and irrigation. USACE CQM-C Certification i Master Drainage This recent project involved major improvements to the Master Improvements at the Drainage System at the Sarasota International Airport. The work OSHA 40 Hour Hazwoper Sarasota International included earthwork, installation of Gabion Baskets, largediameter Certification Airport storm pipe and drainage structures, and runway/ taxiway paving Sarasota, FL utilizing P-401 Asphalt Mix. A portion of this project involved a OSHA 8 Hour Hazwoper $7, 359, 282 scheduled 21 day runway closure for installation of a double 60" Certification pipe, which was completed ahead of schedule in only 11 days. Ridgeland Claude -Dean This project involved the complete construction of a 3,200' long x Airport, Runway and 75' wide runway and taxiway system. The project was divided into Taxiway Paving and two phases, included extensive earthwork and paving, as well as Lighting Project installation of airfield lighting and drainage. The project included Ridgeland, SC 16,000 tons of P-401 asphalt mix, 22,000 CY of excavation, and $4, 831,530 over 1,500 LF of storm piping. 35 e Profile Mitchell Tourino will serve as the Construction Superintendent on RPS # 20-7735 and brings more than 31 years of industry experience to the QE team. Mitch will be present on the job site through project completion and will manage daily construction activities and field operations. During construction, Mitch will facilitate meetings with customers and inspectors, oversee daily crew activities, bring changes/ modifications to the attention of the Project Manager, and verify material quantities and deliveries, etc. With over 30 years of industry experience and extensive safety training, Mitch's expertise will be integral to Experience project success. QE Experience 1 5+ Years Project Experience Industry Experience 1 31+ Years Burnt Store Road This project involved the construction of a new 2-mile roadway Phase II with 3 bridges, utility work, and storm piping. The project was Cape Coral, FL completed on time and within budget, and QE self -performed the $15, 849, 555 Fork. Venice Downtown This project involved the complete reconstruction of the Corridor Improvements Downtown Venice Business District, including the installation Education & City of Venice, FL of storm piping, curbs and sidewalks, approximately 2 miles of Certifications $9,203,128 roadway base and paving, landscaping, irrigation and lighting. Public Outreach and MOT were key elements, as the project was constructed during Venice's high tourist season. Florida International University B.S. In Criminal Justice 40 Immokalee Road & This project involved the complete reconstruction of the Collier Boulevard Immokalee Rd./ Collier Blvd. intersection including construction GHS & OSHA Hazardous Intersection & Utility of a new con -span bridge, earthwork, utilities, realignment of a Communication Training Improvements new canal, installation of roadway base and paving, curb and Stormwater Management Naples, FL sidewalk, lighting and signalization. The project was located Inspector in a very high -volume traffic area where MOT was critical and $7,750,472 required close coordination with Collier County Utilities as well Advanced MOT Certification as SFWMD to divert a major canal along Immokalee Road. Central Avenue Road- The City of Naples' Central Ave. Improvement Project was a major way and Utilities transportation enhancement along the Central Ave.corridor Reconstruction between 8th St. and Goodlette-Frank Rd. This project involved Naples, FL approximately 3,000 tons of Asphalt placement, installation $4, 502,433 of 4,000 LF of drainage pipe, 6,000 LF of utility piping, curb, sidewalks, pedestrian bicycle lanes, lighting and signalization. The project design is a Blue Zone concept for a healthier urban environment. 1 Marco Island Airport This project involvedthe installation of drainage and utility piping, Apron & Associated earthwork, base installation, asphalt paving and demolition. The Safety Improvements project also includes high mast lighting. Marco Island, FL $4,110, 562 36 Experience QE Experience 1 8+ Years Industry Experience 1 8+ Years Education & Certifications Auburn University B.S. In Building Science U.S. Army Corps of Engineers, CQM Certification OSHA 30-Hour Certification for Construction Profile Howard J. Murrell III serves as the Construction Technology Manager at Quality Enterprises USA, Inc. (QE) where he is responsible for the installation, implementation, teaching and training of new control systems in all equipment. Howard was directly involved with the multi -million dollar bridge and roadway development project at the intersection of Collier Boulevard and Immokalee Road in Naples, FL and has spent almost two years leading earthwork, milling and paving projects in South Florida and Hilton Head Island, SC. Project Experience • Hilton Head Airport QE recently completed a project at the Hilton Head Island Airport Runway 21 & Runway 3 that included taxiway replacement and runway extension to Extension accommodate for commercial jet traffic. The project involved Hilton Head Island, SC installation of 19,300 tons of P401 Asphalt. Extensive earthwork $25,827, 390 and utility work was required, including the relocation of an existing forcemain by open cut and horizontal directional drilling. • Master Drainage This recent project involved major improvements to the Master Improvements at the Drainage System at the Sarasota International Airport. The work Sarasota International included earthwork, installation of Gabion Baskets, largediameter Airport storm pipe and drainage structures, and runway/ taxiway paving Sarasota, FL utilizing P-401 Asphalt Mix. A portion of this project involved a $7,359, 282 scheduled 21 day runway closure for installation of a double 60" pipe, which was completed ahead of schedule in only 11 days. Ridgeland Claude -Dean This project involved the complete construction of a 3,200' long Airport, Runway and x 75' wide runway and taxiway system. The project was divided Taxiway Paving and into two phases, included extensive earthwork and paving, as Lighting Project well as installation of airfield lighting and drainage. The project Ridgeland, SC included 16,000 tons of P-401 asphalt mix, 22,000 CY of $4,831,530 excavation, and over 1,500 LF of storm piping. Marco Island Airport Apron & Associated Safety Improvements Marco Island, FL $4,110, 562 • West Harris Marsh Phase III Lehigh Acres, FL $2,300,500 This project involved the installation of drainage and utility piping, earthwork, base installation, asphalt paving and demolition. The project also includes high mast lighting. The project involved the installation of storm pipe culverts, headwalls, sluice gates, 80' pedestrian bridge, electrical and landscaping. 37 WZZ TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Brent C. Guillot, RLA Vice President. Landscape Architecture Brent Guillot joined Agnoli, Barber & Brundage, Inc. in 2018. With 19 years' professional experience as a Landscape Architect, Brent has led teams to design and construct award winning parks, campuses, and communities across the US. Developments include commercial shopping centers, mixed use, residential subdivisions, multi -family, high-rise towers, golf course development, clubhouses, public parks and government buildings, and streetscape and roadway projects. Mr. Guillot is experienced managing all aspects of the project lifecycle. Daily responsibilities at ABB include planning, design, and permitting for valued Clients across SWFL. Niche areas of expertise include: patios, hardscapes, walkways, masonry walls, terraces, pergolas, sports courts, fire features, custom swimming pools, water features, and landscape lighting. EXPERIENCE: Private Development • Career Pathway Learning Lab • Bonita Bay Tennis Center & Pool • Bonita Bay Creekside Improvements • Mediterra Clubhouse Expansion • Spring Run Gatehouse & Entry • Shadow Wood Clubhouse Expansion • Audubon Country Club Tennis Center • Pelican Isle Yacht Club Commercial Development • Ferrari of Naples • Germain BMW Davis Boulevard • Chase Bank Marco Island • Lozano's Town Plaza Immokalee • Bonita Springs YMCA • Bellasera Hotel Public Facilities • Lowdermilk Park • Norris Center Courtyard • River Park Community Center • East Naples Community Park Environmental Projects • BP Wind Energy Farm, Flatridge I & II • Blackhawk Energy, Federal Multimedia Environmental Compliance Audit • BHP Billiton, Federal Multimedia Environmental Compliance Audit • City of Alexandria, Municipal Separate Stormwater Sewer System Plan 38 Q TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Kellie Fissinger, P.E. Hroject Manager Ms. Fissinger joined Agnoli, Barber & Brundage in 2016 offering a broad range of applicability with her diverse academic background. Her responsibilities include site design of utilities, well fields, lift stations, and stormwater systems; hydraulic and hydrologic modeling; data analysis/feasibility studies; and water quality analyses. EXPERIENCE: • Rural Lands West Site Development Design & Water Quality Analysis • The Landings at Logan Water Quality Analysis • Collier County Gordon River Improvements Master Plan H&H Modeling • Mercato Stormwater H&H Modeling • Forest Lakes Stormwater H&H Modeling • Collier County Goodlette-Frank Outfall Feasibility H&H Modeling • Collier County LASIP H&H Modeling • City of Naples Pump Stations 22 & 26 Rehabilitation • City of Naples Pump Stations 12 & 14 Rehabilitation • Lee County Principia Drive Water Main Replacement • Collier County Tamiami Well No. 39 • Collier County Tamiami Well No. 40 • Collier County Freedom Park Outfall Site Design • Southwest Florida Land Preservation Trust Gordon River Greenway Site Design • Ferrari of Naples Site Design • Collier County North Collier Regional Park Artificial Turf Site Design • Collier County Gordon River Grant Application Support • Bonita Bay Community Association Lake Remediation PREVIOUS EXPERIENCE: • SFWMD Caloosahatchee River (C-43) West Basin Reservoir Project — Pump Stations S-470 & S-476 • Wastewater Collection System Inflow & Infiltration Pilot Study for the Town of Longboat Key • Palm Beach County Water Utilities Department WTP No. 2 Filter Replacement • City of West Palm Beach WTP Water Quality Deviation Study • City of Sunrise Southwest Water Treatment Plant Ion Exchange & Improvements • City of Sunrise Springtree WTP Phase II Improvements & Rehabilitation • Boynton Beach MIEX System Design Build Phase II Project • Reclaimed Water Balance Update for the City of Orlando Rev 5/2020 39 wm TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection MEET QE'S SAFETY TEAM David Kelley provides safety consulting and training to personnel at all job sites. He completes weekly site safety reviews to ensure that crews utilize prop- er equipment and procedures and facilitates month- ly classes on a variety of items, such as overhead power lines, manholes, and ladder safety. Margarita Negron has 20+ years of construction industry experience. Mrs. Negron enforces compli- ance with government regulations, acts, and stan- dards. She sets and reviews health and safety guide- lines in order to minimize accidents and injuries. Isa Carreras facilitates all EEO compliance and training for QE personnel. She also assists with con- tinued safety education for construction crews by overseeing the weekly toolbox talks, and is respon- sible for submitting project permits and revisions. WHIPPOORWILL DESIGN -BUILD I PROJECT SAFETY PLAN QE maintains a real-time safety program and continuously implements new cutting -edge safety measures. Employee involvement is key to our success, and QE prioritizes on -going safety training programs throughout the year. QE's management team works alongside field personnel to create specialized safety policies and procedures for our diverse industry, and employees are trained to recognize safety concerns, issues and/ or potential hazards. QE works diligently to reduce and eliminate exposure to employees, subcontractors, and the public. In 2019, QE hired Safe Site Consulting, Inc. to oversee all company safety measures. Established in 1999, Safe Site successfully provides safety consulting and training to various construction companies throughout Florida. QE recently updated the company's written Safety Manual and holds new employee orientation and formal safety training courses. Courses include, but are not limited to: Excavation Safety, Confined Space Entry and Rescue, Rigging Safety, MOT, and Tool Safety. QE also provides proper, maintained, and specialized safety equipment to each working crew. Personal Protective Equipment (PPE) is provided to each employee and safety policies are strictly enforced throughout the company. Weekly safety inspections are completed by Superintendents and Safe Site Consultants at various QE construction sites and maintenance facilities to ensure OSHA safety compliance. Weekly safety meetings are also completed by each working crew. SAFETY IS INGRAINED IN OUR CULTURE. QE + ABB prioritize safety for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build project and and will adhere to the following safety protocols for each aspect of the project: • MAINTENANCE OF TRAFFIC: The safety of construction crews, vehicular traffic, and pedestrians within the work zone are of utmost importance. QE's Safety Committee, consisting of field personnel, management, and the company's safety consultant, and Bob's Barricade have collaborated on phasing and MOT plans to provide a secure and safe environment for all involved. Approved traffic safety devices will be inspected and maintained before and during each work shift, as well as confirming that all devices are set in place per approved plans. • CLEARING & GRUBBING: To minimize exposure to ground workers, heavy equipment will be used for land clearing and proper eye /ear protection will be utilized. • DRAINAGE AND UTILITY WORK: QE's trenching operations are protected by use of OSHA compliant sloping & steel supported trench boxes. Drainage pipe hoisting operations will be performed by an experienced pipelayer, material hoisting rigging capacity is verified and inspected daily prior to use, and existing underground utilities are identified by hand digging prior to excavation work commencement. Heavy equipment is operated solely by trained employees, who are responsible for completing a daily safety inspection. QE also has in-house equipment maintenance personnel available to address potential equipment concerns. • DEMOLITION OF PAVEMENT AND CONCRETE: Safety precautions will be prioritized while demolishing the existing road, Workers will cut the road into smaller sections and Silica dust exposure will be controlled. During the cutting of concrete and asphalt, water will be used to eliminate dust to protect workers and the surrounding area. Paving operations will be controlled following specific safety procedures. • SIGNALIZATION & ELECTRICAL WORK: Electrical work will be completed by certified electricians. Controlling hazardous energy (Lockout/Tagout) will be mandated during any hot work and overhead electrical powerlines will be identified at the start of the project. QE will contact FPL to identify the voltage and proper clearance for work operations. Employees are trained to evaluate their work zone and comply with OSHA standards. QE has proven that when management and field personnel work as a team, a productive company safety program is established and produced." 40 wzz TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection CAWP County Email: Jim.Flanagan@colliercountyfl.gov Administrative Services Division Telephone: 239.252.8946 Procurement Services ADDENDUM # 1— Design Build STEP 2 Date: August 24, 2020 From: Jun Flanagan, Procurement Manager To: Shortlisted Proposers Subject: Addendum # 1 — 20-7735 Design Build Step 2 — Whippoorwill Lane Marbella Lakes Drive Connection This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: 1. In response to Questions #1 and #10, available CAD files are being uploaded on BidSync a. Question #1: Can we be provided with CAD files of the conceptual plans that were provided to us? b. Question #10: Could the County please provide all available survey and design plan files from the Grady Minor 2012 plans in CAD format? NOTE: SUPPLEMENTAL BACKGROUND INFORMATION IS PROVIDED FOR HISTORIC REFERENCE ONLY. THERE IS NO ASSURANCE OF ITS CURRENT APPLICABILITY, VALIDITY, FUNCTIONALITY OR ACCURACY. PROPOSERS ASSUME ALL RISK AND LIABILITY FOR USE OF THESE DOCUMENTS. 2. Please refer to Questions and Answers on BidSync. The Question period closes on September 4. 3. Bidders are reminded to provide all required proposal forms, responses, and attachments. If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Quality Enterprises USA, Inc. (Name of Firm) resiae 8/24/20 Date 41 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection COLLiBY COurity Email: Jim.Flanagan@colliercountyfl.gov Administrative Services Division Telephone: 239.252.8946 Procurement Services ADDENDUM # 2 — Design Build STEP 2 Date: September 2, 2020 From: Jim Flanagan, Procurement Manager To: Shortlisted Proposers Subject: Addendum # 2 — 20-7735 Design Build Step 2 — Whippoorwill Lane Marbella Lakes Dr. Connection This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: 1. The Proposal Due Date has boenextended to:September 29,21020 `@ 3:09 pm 2. The Bid Question Deadline has been extended to September 18, 2020 @ Close of Business. a. Any outstanding Bid Question Answers will be provided by September 22. 3. GMP Proposal Form Revised — to reflect breakout value for new signal 20-7735 — Addendum #2 — Attachment A - Guaranteed Maximum Price Form — Rl, attached 4. In response to Bid Questions #6: 20-7735 — Addendum #2 - February 25, 2020 memorandum from Johnson Engineering concerning potential utility conflicts, attached. NOTE: SUPPLEMENTAL BACKGROUND INFORMATION IS PROVIDED FOR HISTORIC REFERENCE ONLY. THERE IS NO ASSURANCE OF ITS CURRENT APPLICABILITY, VALIDITY, FUNCTIONALITY OR ACCURACY. PROPOSERS ASSUME ALL RISK AND LIABILITY FOR USE OF THESE DOCUMENTS. 5. In response to Question #24, Are there liquidated damages? Yes, per FDOT Standards. 20-7735 — Addendum #2 — FDOT Liquidated Damages re 07-2020, attached. 6. The Project Design and Construction Schedule is 494 calendar days from Notice to Proceed (Design) to Final Completion (Design and Construction) 7. Please refer to Questions and Answers on BidSync. The Question period closes on September 4. 8. Bidders are reminded to provide all required proposal forms, responses, and attachments. If you require additional information please post a question on our Bid Sync (ivivw. bidsvnc. cont) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) io, Vice President Quality Enterprises USA. Inc. (Name of Firm) 9/2/20 Date 42 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection CO�ier County Email: Jim.Flanagan@colliercountyfl.gov Administrative Services Division Telephone: 239.252.8946 Procurement Services ADDENDUM #3 — Design Build STEP 2 Date: September 11, 2020 From: Jim Flanagan, Procurement Manager To: Shortlisted Proposers Subject: Addendum #3 — 20-7735 Design Build Step 2 — Whippoorwill Lane Marbella Lakes Dr. Connection This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: 1. In response to Bid Questions #17, utility and other as-builts for the project area, attached as follows: Landscaping: Landscaping - CR881 N Marbella Lakes Dr Landscaping - CR881_PH I & II_ Landscaping_Marabella Landscaping - CR881_PHASE I & II Irrigation_Marabella 2003 BCC Approved Masters Plan Original -Ex -Sum PUD: PUD - Aviano at Naples Offsite WM and FM PUD - CR881 N Marbella Lakes Dr PUD - Livingston Rd - 10 FM - Wyndemere to Marbella Lakes Dr - 1991 PUD - Livingston Rd 20 IQ at Marbella Lakes Dr PUD - Livingston Rd 24in FM - Ph 6 Revised Bid Plans-2020-07-17 PUD - Livingston Road 6-Laning at Marbella Lakes Drive - Final Design — 2001 PUD - Marbella Lakes Dr - WM Cnxn to ML1 PUD - Pine Ridge Rd at Whippoorwill Ln - 16in FM PUD - Sheet 06 from Livingston Rd 24in FM - Ph 6 Revised Bid Plans-2020-07-17 PUD - Sheet 19 from WESTERNINTERCONNECT-ISSUEDFORBIDDING Sealed Plans PUD - Whippoorwill Lane - 12 W - Hospice of Naples PUD - Whippoorwill Lane - Jan 2004 PUD - Whippoorwill Lane - The Reserve at Naples Off -Site Improvements PUD - Whippoorwill Lane PWM Loop PUD - Whippoorwill Lane PUD - Whippoorwill Ln at Sutherland PUD 1987 (Dudley Drive) PUD - Whippoorwill Ln Intersection Improvements PP PUD - Whipporwill Lane at Andalucia Way PUD - Whipporwill Lane at Night Hawk Drive PUD - Whipporwill Lane at Stratford Lane ROW Conveyance ROW - Conveyance - Avianao SUE (OR 5417, Page 989) ROW - Conveyance - Aviano RDUE (OR 5417, Page 992) ROW - Conveyance - Delecave 8RDUE ROW - Conveyance - Hospice 9RDUE ROW - Conveyance - Hospice IORDUE ROW - Conveyance - Hospice 427RDUE ROW - Conveyance - Hospice UE OR 1709, pg 1830 43 TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection ROW - Conveyance - K&S Arlington Lakes 2RDUE ROW - Conveyance - K&S Arlington Lakes 4RDUE ROW - Conveyance - Marbella Tract A-3-13 WD ROW - Conveyance - Martin 7RDUE ROW - Conveyance - Myers 11QCD ROW - Conveyance - Pine View LLC 16RDUE ROW - Conveyance - PR IV LLC 17RDUE ROW - Conveyance - PR IV LLC 18RDUE ROW - Conveyance - Reserve at Naples 13SWD ROW - Conveyance - Seagate Church 12RDUE ROW - Conveyance - Seagate Church 12A (SWE) ROW - Conveyance - Utility Easement ROW - Conveyance - Whippoorwill Pines 14RDUE ROW - Conveyance - Whippoorwill Pines 15RDUE ROW - Conveyance - Whipporwill Lane Parcel Map ROW - Conveyance - Wiener 6RDUE ROW - Legal ROW - Legal - Current Legals as of 9-2-20 ROW - Legal - Notice - ROW not yet acquired ROW — Title Commitments ROW - Title Commitments - 101FEE ROW - Title Commitments-102FEE ROW - Title Commitments-104RDUE ROW - Title Commitments -105 & I I IRDUE ROW - Title Commitments-107RDUE ROW - Title Commitments-110RDUE ROW - Title Commitments-113RDUE Stormwater Stormwater - Livingston Rd Phase 2 GGPkw to PRR 1 Stormwater - Livingston Rd Phase 2 GGPkw to PRR 6 Stormwater - Livingston Rd Phase 2 GGPkw to PRR 22 Stormwater - Livingston Rd Phase 2 GGPkw to PRR 41 Traffic Ops Traffic Ops — CR881 N Marbella Lakes Dr NOTE: SUPPLEMENTAL INFORMATION/AS-BUILTS ARE PROVIDED FOR HISTORIC REFERENCE ONLY. THERE IS NO ASSURANCE OF ITS CURRENT APPLICABILITY, VALIDITY, FUNCTIONALITY OR ACCURACY. PROPOSERS ASSUME ALL RISK AND LIABILITY FOR USE OF THESE DOCUMENTS. 2. Please refer to Questions and Answers on BidSync. The Question period closes on September 18. 3. Bidders are reminded to provide all required proposal forms, responses, and attachments. If you require additional information please post a question on our Bid Sync 6vu,w. bidsvnc. cam) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Louis J. Gaudio, Vice President Quality Enterprises USA. Inc. (Name of Firm) 9/11 /20 Date 44 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Collier County Email: Jim.Flanagan@colliercountyfl.gov Administrative Services Division Telephone: 239.252.8946 Procurement Services ADDENDUM #4 — Design Build STEP 2 Date: September 23, 2020 From: Jim Flanagan, Procurement Manager To: Shortlisted Proposers Subject: Addendum #4 — 20-7735 Design Build Step 2 — Whippoorwill Lane Marbella Lakes Dr. Connection This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: 1. The (Proposal lire (Date has been extended to'October 6, 2020 @ 3:00 pin 2. The Question period closed on September 18. The Attached Consolidated Bid Questions and Answers are hereby incorporated into the solicitation a. 20-7735 —Addendum #4 -Consolidated Bid Questions and Answers 3. Bidders are reminded to provide all required proposal forms, responses, and attachments. If you require additional information please post a question on our Bid Sync (rvivw.bidsvnc.com) bidding platform under the solicitation for this project. Please,sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Gaudio, Vice President Quality Enterprises USA, Inc. (Name of Firm) 9/25/20 Date 45 TECHNICAL INFORMATION wz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection UNANIMOUS WRITTEN CONSENT IN LIEU OF THE 2020 ANNUAL MEETING OF THE BOARD OF DIRECTORS OF QUALITY ENTERPRISES USA, INC. The undersigned, being all the directors of Quality Enterprises USA, Inc. (the "Corporation"), pursuant to Virginia Code Section 13.1-685, hereby approve and consent to the following actions in lieu of the Annual Meeting of the Board of Directors: WAIVER OF NOTICE: Execution of this Written Consent will constitute full waiver of notice of the Annual Meeting of the Board of Directors of the Corporation for the year 2020. ELECTION OF OFFICERS: The following persons are elected to the offices following their names to serve until the expiration of their terms at the next annual meeting of the Board of Directors, or until their successors shall be duly elected and qualified: Howard J. Murrell, Jr Louis J. Gaudio Allison B. Murrell Rachel S. Murrell Howard J. Murrell, III Stacey L. Murrell President Vice President Chief Information Officer/Asst Secretary Corporate Officer Corporate Officer Secretary WHEREAS, the Directors believe it is in the best interest of the Company to grant, without limitation, signing authority and the authority to conduct business on behalf of the Company to each of the following Officers: Howard J. Murrell, Jr., President WHEREAS, the Directors believe it is in the best interest of the Company to grant authority to enter into and sign contracts on behalf of the Company to each of the following Officers: Louis J. Gaudio Vice President Allison B. Murrell Chief Information Officer/Asst Secretary Rachel S. Murrell Corporate Officer Howard J. Murrell, III Corporate Officer Stacey L. Murrell Secretary RATIFICATION: All acts taken on behalf of the Corporation by the Corporation's officers since the last meeting of the Board of Directors are hereby ratified and approved. MINUTES: This Unanimous Consent shall be filed with and become a part of the Minutes of the Corporation. Effective date: January 1, 2020 Date signed QUALITY ENTERPRISES 46 TECHNICAL INFORMATION WZZ RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, that we Quality Enterprises USA, Inc. (herein after called the Principal) and Fidelity and Deposit Company of Maryland , (herein called the Surety), a corporation chartered and existing under the laws of the State of Illinois with its principal offices in the City of Schaumburg and authorized to do business in the State of Florida are held and firmly bound unto the Board of County Commissioners, o ier oun y, F1o"d (hereinafter called the Owner), in the full and just sum of -Five-Percent-of-Amount-Bid-- Dollars ($ 5%-of-Bid-- ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as 20-7735 — Design Build —Whippoorwill Lane Marbella Lakes Drive Connection. NOW, THEREFORE, if the Owner shall accept the RPS of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such RPS, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Proposal Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed SUM of $ 5%-of-Bid-- noted above as liquidated damages, and not as a penalty, as provided in the RPS Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 15th day of September , 20420 . Quality Enterprises USA, Inc. BY Louis J. Gaudio, Vice President Fidelity and Deposit Company of Maryland Terri K. Strawhand; Attdirne in-F Countersigned Non- Daniel J. Gry! Local Resident Producing Age for Fidelity and Deposit Company of Maryland Principal (Seal) Surety (Seal) 47 TECHNICAL INFORMATION wzz RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection Bond Number Bid Bond B,ud of Conner Obligee ran ,m rcn , Hord, ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Terri K. Strawhand its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of June, A.D. 2019. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND REAL By: Robert D. Murray Vice President By: Dawn E. Brown Secretary •••.,,,,,"*„ „ State of Maryland County of Baltimore On this 19th day of June, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D. Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Constance A. Dunn, Notary Public My Commission Expires: July 9, 2023 48 TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attomevs-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 15th dayof September 12020 . Fri OEIpf�' i�/ �� µsuytF SEAL Brian M. Hodges, Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 www.rei)ortsfclaims(a)zurichna.com 800-626-4577 49 wzz TECHNICAL INFORMATION RPS 20-7735 Whippoorwill Lane & Marbella Lakes Drive Connection CONSTRUCTION PLANS QE + ABB's preliminary Roadway, Signalization, Lighting, and MOT Plans for the Whippoorwill Lane Marbella Lakes Drive Connection Design -Build project are provided at the end of this section, Technical Information. These plans include the team's proposed roadway alignment (plan and profile), drainage layout, preliminary lighting and signal layout, and MOT Safety Plan created in association with Bob's Barricades. The plans have been used to generate QE + ABB's proposed Project Schedule and Guaranteed Maximum Price (GMP). f r i COMPONENTS OF CONTRACT PLAN SET ROADWAY PLANS SIGNAZIZATION PLANS LIGHTING PLANS A DETAILED INDEX APPEARS ON THE KEY SHEET OF EACH COMPONENT INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION 1 COVER 2-3 DRAINAGE MAP 4-6 TYPICAL SECTIONS 7 PROJECT LAYOUT 8-22 PLAN AND PROFILE 23 CONSTRUCTION PHASING PLAN 24-38 SI GNI NG & MARKING KEY SHEET REVISIONS DATE DESCRI PTI ON # # # # STA. 200+00.00 PLANS OF PROPOSEDCIW LAKES '� r� DR CONNECTION hal M , LOCATION MAP . Livingston iVoods Ln CANRIDGE SQUARE r<L' I'Id.JC :iC 3915 .Pere RWye Rd 10 8,ALSWI7G'_ 3 Lac y� 3let 7r ------ Deserve Way PRESMYL rinriglan W& C.-try Club ,'",Si:•1•�-•:�N P�Rv; .a P',itra Cr" Night Hawk P, F a[nzwooC`3 fP S m t ARUINGTON LA.hE<- ti Mriposa{'' b b � Ga � n {sdord Ln slr� Trf3`any T A Ln � cr 8 ALMO9AL Her'lry St i � AuianaDe zl �alry lon [irFJA r Marp�lla 4r� a LIVINGSTON — VI LkAG E Marbeita Dr r sad ; Via sw(u ! PROJECT LENGTH IS BASED ON - OF CONSTRUCTION LENGTH OF PROJECT LINEAR FEET MI LES LIVINGSTON ROAD 282.47 0.0535 MARBELLA LAKES DRIVE 2735.00 0.5180 WHIPPOORWILL LANE 4572.42 0.8660 NET LENGTH OF PROJECT 7589.89 1.437 EXCEPTIONS - - GROSS LENGTH OF PROJECT 7589.89 1.437 GOVERNI NG DESI GN STANDARDS: Florida Department of Transportation, FY2020-21 Design Standards eBook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: http://www.dot.state.f l.us/ rddesign/ DesignStandards/ Standards.shtm GOVERNI NG STANDARD SPECI FI CATI ONS: Florida Department of Transportation, July 2020 Standard Specifications for Road and Bridge Construction at the following http://www.dot.state.f l.us/ programmanagement/ I mplemented/ SpecBooks PROJECT END STA. 345+72.42 0 1000 Miles 2000 oAY,oHA 0. NEW-RICHEY A � 1 K \*!i M.L—oaHE- Fi MYERS \ PALM BEACH PREPARED FOR KEYwEs collier County TRANSPORTATION ENGINEERING DIVISION PLANS PREPARED BY: OMMI GNOLI :::::,BARBER & ■■■■MRUNDAGE, INC. Professional Engineers, Planners, Surveyors, & Landscape Architects Collier County: 7400 Trail Blvd., Suite 200 Naples, FL. 34108 Ph: (239) 597-3111 - Fax: (239) 566-2203 Certificate of Authorization Nos. LB 3664, EB 3664, and LC26000620 PLAN STAGE: CONCEPT PROJECT MANAGER BEE THAO, P.E. SUBMITTED BY: 10-06-2020 EDWARD F TRYKA III, P.E. NO. 60284 DATE CONSULTANT PROJECT MANAGER AGNOLI, BARBER & BRUNDAGE, INC. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANCED DUE TO REPRODUCTION. r PSI .6 tit. II _ 4S } (2) 30 PIPE _ - - - It3 + .,:; �,, : , . - _ - < - -• . ,r -r.' .'r;`-� `CEr'^3;a(� - 5-(21421 .. _ .. _ .. _ �. -. 5 (2101) �• _ 5 (2177) PIPES_ '�' - ? ^ N S (2223) '"'n' — — — — — — — 0 -6-2009 211 _ - _= --- - 2 9 --_ 2 - 223224 CC ' Q _ �- — — — -�.� _ — _ — — — _ is — — fi — — —� •1 — _ T, '"'s.— x. MARBELLA LAKES lDR 18 PIPE �r PIPE5�2776) Z I Y 5-(2040) II 1 5-(2221) 5-(2222) 4 � 7 _ i .Xff X M175) 18 5-2135 l78PIPE: -(2111) (2132) t*.. �.�' 4- -(2F 5+ ► ' y: i:ti ' X-(2148)Ik ziI► �� i .. LLJ I d jj 4� � .y \•\.., �,' �. c. w. � � j[ e. -.. � f � K.. 171) 5-3027 5-(3028)•yy.a►.y �� �.r, kd'S- +'`/ ,•'s ,r b �24' PIPE •'�" � �.;, O� O Q , + 14 PIPE _ w yr r �� _ — �F► r ` Q — — tir M U . Q_ 27 7,7" PIP! wy A' ��;rrGCCr s. .., ".�.,1111417 U) — -1300_A ,3s ^KENS .._INGTON CANAL] "?�'•i'��'� F:'�'• ,+z a ..,• �:,..rH —� --- �e %R.. ..,.. y ._ _..... -._•� !�F 1�. `�� C �'r',.r?- :1�'a. ! � —�x " .. �' '. �...��i .yam -1r' �� E t .1 e: d•.� i^.. ��. t 24_ r• `' ' PIPE 5-(2259)—t�� 1 �! � L 71' PIPF f S-(2258) 5-(2257) -r _.. „ . f „n�� �M. .?"ft,� '�, . _ , l r\v, I s. \ �'4\F 1 f¢�l _ \, rr. i �13 E FLOW ARROW LEGEND �� c • M ,,:. _ F s 1 . , Pavement Runoff Pipe Flow h F Ditch Flow COLLIER COUNTY GROWTH ■■■■■r ABB FILE: DESIGNED RY. N0. DATE REVISIONS BY ..■■�AGNOLI 12111 EFT WHIPPOORWILL �� NTA ELLA SHEET ■ MANAGEMENT DEPARTMENT ■■■ ■■► ■■n PROJECT No: DRAWN Bv: LAKES DR CONNECTION "■■■'RkRBER & 20-0112 MBIGG 2 TRANSPORTATION ENGINEERING ■■■■" ""■"B■■■■■■. PLAN STAGE: CHECKED BY: CONCEPT PLANS DRAINAGE MAP RUNDAGE, INC. CONCEPT EFTOF DIVISION ■■■■■■I DATE: REVIEWED BY: MARBELLA LAKES DRIVE ZBBJ SOUTH HORSESHOE DR Professional Engineers. Planners & Land Surveyors October 2O2O REVIEWED 33 4108 NAPLES, FL 34104 Collier County: Authorization on ati Trail N. - Naples, EL - 3664 PLOT STYLE: FILENAME STA. 200+00.00 — STA. 227+35.00 Certificate Of Authorization Nos. LB 3664 and EB 3664 FDOT.stb 12549- Drainage Map v _CC LU: Q QPE - ?' — 71 (4) 36 PIPE24' PI 5 (2259J S S- 3086 (2 30" PIPE ( 1 a } ) Y A' Y 2J PIPE r" z O ' S- 3084 15-(3016) - , ]8" PIPE ., f S-(2258) s-(3oz7J 8" PIPc • ^ ch s° PIPE WHIPPOORWILL LAN E t ail ,,� r� N 24, (P PEJ 301 302 03 304 305_ 306 3 30� — 3� 1 =3 — 4— a1 - — 3 7 �8= 3 z 3 = `` 2� 3 ` ) s 24" PIPE f S-(2270) - -„ 78 P1PF 8' PIPE �1 — — — — Ir '�]8" PIPE' f _ a _ Z4" PIPE 5-(3004) N - 24 PIPE 5 1Z078i S (3048i 18" PlPE -_ - _ iy �- rJ . � f� 'S-(31531 u .; �r� 5-(323U �" ,.� '�{ � (3139) e W �. �. •'; 3 4, 18 PIPE sp. _�� _�iii' y"s1 Ln r , �. � � '` LL- err'• Aa F1 • arc+ ", f, �� - m i - tyV �-9 7. ad alp �• r . r 9 , °,� ;; '+�- � -i' �� ,,E :e+5r6� l �" �. ���� $'�_ .. -1: � i ►" �p�i�.y�r .' ii I- �� : �1 _ ,L'� ,� .� t.. �r 'fi 1if�1 1 10 + Fr..""� � ��9A�ii; 'lir93) 1T1�3i` e �� ;5-(3305) I ;N� N s . T-i �� v 5-(34321 _ �` tB TTI.T. �'�� i'/ _ ' N ,e1 r�t` . „ a n 1T111� " ,r C w 0 33.1 = = �� fN r S-(3304) i _ 5-(3358J �:.�� - -S-(33�7J � ,' _ S (34051 � tl s-(32721 � � 4 �.� r . �+'�,u "; �'g� ' - � 5-(343]) � ,:��' � ; • j � � � � I r w§ r Afkllp�:� � , � r . �;� { • ,� >� 4 � � � FLOW^ ARROW LEGEND Pavement Runof f vt a,; �r A Pipe Flow Ap .n� � Ditch Flow COLLIER COUNTY GROWTH ■■■■■r ABBFILE: DESIGNED BY �WHIIPPOORWILL LN X..91PBEL.LA N0. DATE REVISIONS BY MANAGEMENT DEPARTMENT .■■■.AGNOLI ■■■■► 0■u06 12549 EFT & LAKES DR CONNECTION SHEET PROJECT No: DRAWN BY — — — — TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 "■■■'B1RBER & "■■■' ■■■■O� '■■■■■'BRUNDAGE, INC. ■■■■■■� Professional Engineers. Planners & Land Surveyors Collier County: T400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 20-0112 MBIGG CONCEPT PLANS S DRAINAGE MAP WHIPPOORWILL LANE STA. 300+00.00 - 346+15.56 3 of 38 — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED - - - - PLOTsrYLE: FDOT.s[b FILENAME 12549-Drainage Map LINE LIVINGSTON ROAD CONSTRUCTION R/W LINE 57.5' 57.5' 35' I 2' I P NB U-TURN A EXIST. WALL 2' 11' 11' 11' 11' 2' 8' EXIST. SOUTHBOUND EXIST. SORTHBOUND EXIST. SORTHBOUND EXIST. LANDSC PING MEDIAN EXIST. NORTHBOUND EXIST. NORTHBOUND EXIST. NORTHBOUND EXIST. WESTBOUND EXIST. SWK. TRAFFIC LANE TRAFFIC LANE TRAFFIC LANE TRAFFIC LANE TRAF"(IFIII C LANE TRAFF"IIC�I,' LANE RIGHT TURN LANE — r EXIST. EXIST. CURB & EXIST. CURB & EXIST. EXIST. EXIST. SWK. GROUND — — — — — PVMT. GUTTER (REMAIN) GUTTER (REMOVE) PVMT. EXIST. CURB & (REMAIN) EXCAVATION (REMAIN) GUTTER (REMAIN) CURB & GUTTER TYPE "F" (TYP) TYPICAL SECTION 1 LIVINGSTON ROAD NEW PAVEMENT TYPE B STABILIZATION, LBR 40 (12") LIMEROCK BASE, 10" THICK (PRIMED) TYPE SP STRUCTURAL COURSE (TRAFFIC B) 2" THICK TYPE SP STRUCTURAL COURSE (TRAFFIC B) 1" THICK NOTE: SAWCUT 6" WIDTH OF EXISTING EDGE OF PAVEMENT TO PROVIDE CLEAN EDGE TO WIDEN TO. DRAINAGE MARBELLA LAKES DRIVE DRAINAGE EASEMENT R/W LINE R/W LINE EASEMENT CONSTRUCTION 1 KENSINGTON CANAL —- — — — —— EXIST. SWK. \ EMBANKMENT jT_ EXIST. CANAL) EXIST. W.M. (TO BE REMAIN) 46.75' 28.25' 20' 13.5' 2' VAR. 4' VAR. 2' 2' 10 10' IN. WB THR UGHEB THROUGH 12' 124 2' 6' 6' EXIST. WALL EXIST. WESTBOUN EXIST. EASTBOUND EXIST. TRAFFIC LANE TRAFFIC LANE SWK. I II EXIST. SWALE — — — —GROUND :1 .02 — — / 3 J 02 I jl�Ij I� — EXIST. T _L —i ^____—.ram PVMT. EXIST. CURB &T. ��EXIST. 15" R.C.P. EXCAVATIO (REMAIN) GUTTER (REMAIN) BOTEXISINLETDITCH (VERIFY SIZE) 1" MILLING & EXIST. 15" R.C.P. RESURFACING EXIST. GUTTER INLETS VERIFY SIZE) STA. 13+18, & STA. 11+01 TYPICAL SECTION 2 (REPLACE GRATE MARBELLA LAKES DRIVE EXISTING 2-LANE WITH P-6 TOP INLET) MILLING & RESURFACING 1" MILL EXISTING PAVEMENT TYPE SP STRUCTURAL COURSE (TRAFFIC B)(I") N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 .....F ���-�AGNOLI ....r ■■■■■' ••••••�RBER & "...r ......- .......BRUNDAGE, INC. Professional engineers, Planners & Land surveyors Collier County: 7400 Tamlami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN & MARBELLA LAKES DR (�®ATA1�CTp®N Ltlli TYPICAL SECTIONS LIVINGSTON ROAD — TYPICAL 1 MARBELLA LAKES DR -TYPICAL 2 SHEET 4 of 38 - - - - PROJECT No: 20-0172 DRAWN BY: MB/GG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - DATE: October 2020 REVIEWED BY REVIEWED PFOOT U, s 22549-TYP DRAINAGE EASEMENT NORTH R/W LINE 40' EXISTING MARBELLA LAKES DRIVE R/W LINE CONSTRUCTION 1 75' KENSI NGTON CANAL 10, 1 25' ± I VARIES 4' J0' VARIES 12'21 10' 1 16 B THROUGHEB THR I I t `02 IO2 EXIST. SWK.� \ v _ NEW PAVEMENT EMBANKMENT EXIST. DITCH) EXIST. CANAL EXIST. W.M. (TO BE REMAIN) TYPICAL SECTION 3 MARBELLA LAKES DRIVE NEW CONSTRUCTION NEW PAVEMENT EASEMENT LINE PROPOSED RIW LINE 10, ,VARIES 2', 5' TYPE B STABILIZATION, LBR 40 (12") LIMEROCK BASE, 10" THICK (PRIMED) TYPE SP STRUCTURAL COURSE (TRAFFIC B) 2" THICK TYPE SP STRUCTURAL COURSE (TRAFFIC B) I" THICK WHIPPOORWILL LANE CONSTRUCTION DRAINAGE R/W LINE EASEMENT 30' + 36' ± i EXIST. WALL EXCAVATION I �� I EXIST. GROUND _----� _'--TTT— — — — —— ---- ALE-----�"-►— _ — ___� 15" R.C.P. EXIST. GUTTER INLETS EXIST. DI TC`EXIST. BOT. INLET (VERIFY SIZE) STA. 17+87+ & STA. 21+51± EXIST. 15" R.C.P. (MODIFY TO BE CONTROL (VERIFY SIZE) STRUCTURE) R/W LINE 210' 4' 36' ± 10' 1 10, 2' 2' VARIES TROUGH NB THROUGH 1 4:1 —02 .0 6" CONC. SWK.� - EXIST. SWK. (REMOVE) NEW PAVEMENT EMBANKMENT TYPICAL SECTION 4 WHIPPOORWILL LANE NEW CONSTRUCTION NEW PAVEMENT TYPE B STABILIZATION, LBR 40 (12") LIMEROCK BASE, 10" THICK (PRIMED) TYPE SP STRUCTURAL COURSE (TRAFFIC B) 2" THICK TYPE SP STRUCTURAL COURSE (TRAFFIC B) I" THICK EXIST. GROUND EXIST. W.M. (TO BE REMAIN) N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 .....F ���-�AGNOLI ....r ■■■■■' ••••••�RBER & .....r ....... .......BRUNDAGE, INC. Professional engineers, Planners & Land surveyors Collier County: 7400 Tamlami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN & MARBELLA c p,Tq� LAKES DR C®L tl1VE"1 TI®LV TYPICAL SECTIONS MARBELLA LAKES DR — TYPICALS 3 WHIPPOORWILL LANE —TYPICAL 4 SHEET 5 of 38 - - - - PROJECT No: 2O-m I2 DRAWN BY.' MB/GG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT — — — — DATE: October 2020 REVIEWED BY: REVIEWED PFOOT so, 22549-TYP WHIPPOORWILL LANE R/W LINE CONSTRUCTION R/W LINE 38' 1 16' MEDVAN 112' I 116' I GORED MEI IAN 12't 1 EXIST. SOUTHBOUND EXIST. NORTHBOUND TRAFFIC LANE TRAFFIryICCr LANE u — J EXIST. PVMT. EXIST. EXIST. CONC.1(((��� EXIST. CURB & REMOVE EXIST. DROP CURB EXIST. CONC. SWK. GROUND SWK. (REMAIN GUTTER (REMOVE) W/1 MEDIAN) (REMOVE) (REMAIN) EXIST. W.M. EMBANKMENT 1_ MILLING & (TO BE REMAIN) RESURFACING TYPICAL SECTION 5 WHIPPOORWILL LANE EXISTING WITH MEDIAN MILLING & RESURFACING 1" MILL EXISTING PAVEMENT TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1") WHIPPOORWILL LANE R/W LINE CONSTRUCTION R/W LINE 20' 10, 2' 10' NB THROUGH SB THROUGH 124 t 12' EXIST. SOUTHBOUND EXIST. NORTHBOb TRAFFIC LANE TRAFFIC LANE u 02 2 EXIST. CONC. EXIST. PVMT. SWK. (REMAIN) (REMAIN) EXIST. W.M. _ (TO BE REMAIN) EXIST. GUTTER (REMOVE) TYPICAL SECTION 6 WHIPPOORWILL LANE EXISTING 2-LANE MILLING & RESURFACING 1" MILL EXISTING PAVEMENT TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1") EXIST. CONC. SW�EXIST. EXIST. CURB & GUTTER (REMOVE) (REMAIN) GROUND P MILLING & RESURFACING N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■F ���-�AGNOLI ■■■■r ■■■■" ••••••WRBER & ■■■■■r ■■■■■R .......BRUNDAGE, INC. Professional engineers, Planners & Land surveyors Collier County: 7400 Tamlami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN & MARBELLA LAKES DR C®A.TA1�+��p®� Ltlli TYPICAL SECTIONS WHIPPOORWILL LANE — TYPICAL 5 WHIPPOORWILL LANE —TYPICAL 6 SHEET 6 of 38 - - - - PROJECT No: O-m I2 DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED Br' EFT — — — — DATE: October 2020 REVIEWED BY: REVIEWED PFOOTtbE: s 22549NAME -TYP o. .- y,. � •�i. r , ,.� .. , '.�' .. ..� ,Vi-., a � s y-,..,,;,...._._,,,,..-•"�' ♦I ,ate ..t: _ _ .+•, t-, I' �� GIN P ROJ E C B T 711, %STA. 96+89.42 04 IN ` .. Y yj 3Al r!+ . •,L A' �, d �: ���J�,."k.�' {,r _�ti111 .,.� � °+ .� , d.: ,� s Elk .M.' ;STA. 100 00.00 Livingston Road'<' \. r STA. 200+00.00 Marbella Lakes Drive ' ' y .f► w a[ - ..� `. F.P.L. EASEMENT �wY 0 V -1:'"r ,, � �r..- d;Si �' i °' g ,r'w 1p' R �$' ��� .. :r .I,.c.y- :tt '::<-� AS�:� ¢. r,£►� ryr yt ?r Fi. '�, °My, -. x � ! Beg. STA. 94+00.00 100 105 I.-.x r, r , .a �f m ILI VI NGSTON ROAD:]'��„� _ t�► z �_.-- - .., _ ' o vritlF laS� i I "ros }q'y e�1t9t G�t;n ;N,?rtr:,k:.,y, ,r ".�lr - , +' M rf' +°� I,.09QVj Beg. STA. 200+00.00 _ II re'r►.-=,- y_ End STA. 105+00.00 � . � -fi :.L" , 'S •�c� T Il �r l �'� U I,�F� AVIANO AT NAPLES rIl'ra L: .T f i.r_ � � i I ' �. '� r},y{ i� r _ y '� r ' •ram t - _ �_ cf a' - %:. i ' ' r us' {s 1 I. eL.w — 1.. MARB E LLA LAKES DRIVE � I� -: •'� v i .' "N yv r 1pr ! r � 4 �+► ;� N � I ta' �t �. .a � p fi r17 c. I �• .� i��... w .Xi � � �? R: �e •i. 'r K't f4' ry ,` r � 1 �r9�rfi��• a ` �` _ � '� 4 _ •�4, � �. _ »��" r: ^• � d i� � �'*t +,tr +P ° a �.. O r ;:�'` . :,' i ,; i# > ' ^� •k:;�:. '' .Lr'' :;'". . ,,• x _ a R ;+3'; awwy €t f�:i. - �i-i'ffi•. IxI by . t ♦ > TT b LLI 11� r1 q,r PROJECT LI MI TS ! Q z —'�` .ydh»(• .,r Y�,1'.�;�'4,. - ' �i• 1 �, 1, r' ., ,,,¢;,-r V.j — # { • k a�1I, ,� � I , � 'S 1 2 Qr • r: ..� ar s :', g' : fi' r : �� A"r O� " -� o ,.. ANDALUCIA^t�'w""° .. . cN 'f �, -e .�, , °'.'.- i 'a— �- � r.. 4y; � " ✓ �, � , * I y T3 ,. ,• j 1J.rs,.'e�xa. STA. 300+00.00�_. �,�IV ROJ 13 Be W ' . T. ._ 9' TA D345+72.42:` NAPLES NI SSAN � � I , "a3 YI .AF_ a 14 15 16 17 i'STA. 226+70.00 Marbella Lakes Drive = ,dl I / p. r N 3C 1) V 305 310 315 R, 320 325� Q' 330 = 335 *� - Z '340 345 346 " STA. 300+00.00 Whippoorwill Lane - r'' WH I P P OORWI L L LAN �I ar f- er : Q; ;_ Q a End STA 34 5.5 6 —��) z o ' _ I n:Q- �''' VIA A SEAGATE BAPTIST G LLA •;` `�, :- y ► . U <:,f -�..3� � ��� ��, :� �� � � '� .Y*� j (D CHURCH OF NAPLES •�'� .. ,ti w' , _ — - - rt-i.. .' "� ?.,✓�. ^ t "- >ruT .k », ',�-..... 1p': ac` O _ ", ^W 'End STA. 227+35.00 :' f -.-�-,.... �: -'s'A �,a"".�.����'�, �. �,,t �� iv i i �r�4 � :Erg. � ♦#.3? .y A �' "��_ IIJJ _ • - f � ;. .. , �?."- . .alb.-i y .I�s{ft� _ i uA � .y} �} Qr - �a :. V :. }yy 5�'�`"v J•' 'S v 2 . 5 r- , f a =. _.r ..+•._a ORD PLACE MART P06A AT WH I PPOORWI LL RESERVE AT NAPLES { =� y, z b STRATF w ggrg6 , - a ' CCLLI ER COUNTY GROWTH _ ❑000.r ADD FILE: DESIGNED BY WHIPPOORWILL LN c& MAJ ELLA NO. DATE REVISIONS BY °°°°.�iGNOLI 12549 EFT SHEET vmmmmmmr MANAGEMENT DEPARTMENT ��mmn PROJECT N. DRAWN BV: TRANSPORTATION ENGINEERING mommm��RBER & 20-0112 MBice LAKES I➢IZ CONNECTION 7 �����r — �...... INC.PLAN STAG: CHECKED BY: CONCEPT PLANS DIVISION iiiiii�BRUNDAGE, CCONCEPT EFT !1 l OF Pr of essi onal Engi nears, PI anners & Land surveyors DATE: REVIEWED BY PROJECT LAYOUT 2885 SOUTH HORSESHOE DR atober 2020 REVIEW D R NAPLES, FL 34� �4 Col er County: ]400 Ta am Tr ai N. - Napl es, FL - 34108 PLOT STYLE: FILE NAME 3 Gert (i cat a of Aut hor at I on Nos. LB 3664 and EB 3664 FDOT.stb 12549 - LAYOUT r I 1" = 40' I I EXIST. ROW 71 (EXIST. ROW — — — — — — — — — — — — — — — — — — — —H-I— — — — — — — — — — - � ICI__________ BEGIN PROJECT LIVINGSTON RD STA. 200+00.00 LIVINGSTON — - LIVINGSTON RD 00 IiI 101+00 102+0097+00 98+00 99+00 +Cg o --- ----- _� _ - - - - IRR IRR ____ __ ____ -----IRR \--i- PROP TYPE F -IRR - N C&Ci \\ ----- I R f/----+II f�R — --IRR - - -- -IRR - =ini- —/\ = — `--------------- ______ I I�I SECTION LINE ` I � L'I o _ ___ -------------- SECTION LINE — — — — y _ _� -- ---- - - - - - - - - ---- - -- - 24 3 — _ _} 1 18 SECTION 18 SECTION 19 1 }D} - - 10 i n FP4 +-0} - - 10 i n FP4 +-0} - - 10 i n Fh4 }D} - - 10 i n Fh4 +-0} - - 10 i n Fh4 +} - - 10 i n FM +-0} - - 10 i n FP4 +-0} - - 10 i n Fh4 +-0} - - 10 i n Fh4 +-0} - - 10 i n F {-0} - F '- - 1 - 1 0 FM {-0 - A - n J n POP ROW' 'P9 EXIST. ROW GREEN BLVD 50' ROW f� I_ I m ��EXIST. i P.U.D. COMMITMENT EXIST. ROW - — — — — — — — — — — — — — _ T _ — — — — — — — — — I 1 J- Q ---- ---- - - - I n W - - - - W14 - - - - 16 i n Wh4 - - - - 16 i n WP4 - - - - 16 i n Wh4 - - - - 16 in Who - - 1 ]8 16 — — — — 14 12 0 PROP. P EMENT MILL & HESURFACE 1" 40' Horizontal 1�'4' Vertical 96+80 97+00 98+00 99+00 100+00 101+00 COLLIER COUNTY GROWTH ■■■■■f ABB FILE: DESIGNED BY WHIIPPOORWIILL LN & 1 ARBELLA N0. DATE REVISIONS BY MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ..... GNOLI ■■■■r ■■■■■1 ����-��RBER& ■■■■■■. :::::-BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Collier County: Tamlami Trail N. - Naples, FL - 34108 uthorization Nos. LB 3664 and EB 3664 Certificate of Ant 12549 EFT CONCEPT PLANS LAKES DffD ® ATE C�p®RT d\ l@ Ltl PLAN 6 PROFILE LIVINGSTON ROAD STA. - 96+80.00 TO STA. 100+00.00 SHEET p OF 38 PROJECT No: DRAWN BY. MB/GG PLAN STAGE: AN ST CONCEPT CHECKED BY: EFT - - - - - - - - DATE: Gcfob-2020 REVIEWED BY REVIEWED - - - - PLOT FDOT.stb.s[b FILENAME: 12549 - ME II I I EX sT. ROW --I I o I I I Ij ALVIANO AT NAPLES HOMEOWNERS II 1 _ i n FM- -I- - 41 n FM------ —r-FM � w F`..7 -- trl �_-�:., �•• �i „�-..�- �4iaiiiiiiiir - -"�`- ^A O CDI I EXIST. 10' SIDEWALK GREEN BLVD 50' ROW n - - P 1) D EMI TMENT� _ III��___ ,Oi h FPA (-0;-_ 101 n F — 1110i n FM (-0j- -�tli_ _-- FM — — — — — -- — — — —_— — — — — — — — �— — — — — — — — — — I III — _ —j I' III I GUARD RAI L — ' FDOT Index No. 536-001— E)I ST. ROW/ PROP ROWT EXI ST. ROW/ — — — — ---- 1 18 SECTION LINE —_ SECTION LINE __ 1 07 LF 18" RCP j q2 PROP TYPE F O G 7 - CDp I 18" RCP O -C& - :: 75�6 _ 7- R T F I 2n,) Z =9 � O 00+00 In O O _ _ 0 +O O I 8 + I I Z O - A K S R 5-(2040) _ o 5; II cif) II J I w I — Z EXIST. 6' SIDEWALK — — I— — — — — — — — — — — — — , — —— 11 — — — EXIST _ROW—_ J I �� EXfST. ROW 0 -----— _ _ ___________ _____— _ _ H MARBELLA LAKES OWNERS ASSN INC 56610004042 --———————————————— ———————�— — — — — — — — — — -- --------- _ _ I L IiI B �GI N PROJECT 1 ; STIA. 200+00.00 II O I / I I LOVELLO, I MACH, MATTHEW I LOVI S, TI MOTH & I ELLEN MCCUE, JOHN + I `EXIST. ROW "� I 56610005009 56610004987 I KI A R � I MARBELLA LAKES OWNERS ASSN I NC � 560 04915660004945 56610000020 I S-(2041) 20 20 8,97(-40.21Lt.) STA 204+ CONST. In ex No. 425-021 - 1$ S-(2040) 18 o N o o v STA 204 05.29(15.94Rt.) + CDcoCurb Inl Type 6 Top 1 o_w co 16 �04 L0- aw LO o � EXISTING GROUND1 14 _2.>64 j �w zi — — — — -0.399% 12 — — — — 12 — — PROP. GL — — — 10 10 $ PROP. PAVEMENT M ILL & RESURFACE 1" = 4 H rizontal -4 VeI ical 200+00 201+00 202+00 203+00 204+00 205+00 NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ouv ■■■■■AGNOLI ■■■■r ■■■■■. ■■■■■•J_ kRBER & ■■■■■� ■■■■■■� ■■■■■■' RUNDAGE, INC. ■■■■■■, Professional e, oval Engineers, Planners N. & Land Surveyors Col er County: T400 Tam ani Tr ai N. - Napl as, FL - 34108 Certificate of Authori zatl on Nos. LB 3664 and EB 3664 AS B FILE: lzsas DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN & MARBELLA LAKES DR CONNECTION PLAN &PROFILE MARBELLA LAKES DRIVE STA. - 200+00.00 TO STA. - 205+10.00 SHEET 9 OF 38 — — — — PROJECT No: 20-0112 DRAWN BY. MB/GG - - — - PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - - - - - DATE, Cbtober 2020 REVIEWED BY. REVIEWED — — — — 1LOT STYLE: FDCTTe% FILE NAME: 12549- ME - — — — — — — — — — — — — — — — — — — GREEN BLVD 50' ROW ALVIANO AT NAPLES HOMEOWNERS — — — — — — — — — — — — — — — P.U.D. COMMITMENT_ c ---41n ----- 1n F ---ilk----4in FM-----4inFM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-----4in FM-- —4in FM-- EXIST. 10' SIDEWALK - - - - - EXIST. ROW/ EXIST. RGIV/ SECTION LINE PROP ROW SECTION LINE 0 — — — — 1 n — — — — — " 1 n Vi�i—��T��� _ `i n — - `— —i'2 n — — — — — i n — — — — — i n —. w; r vW — — — — — 121 n VQ�— — — — — i n � — — — — — 1n — — — — — 1 n — — — — — i n — — — — — i n vW _ IMPACT HEAD o FUOT I rizfex No=-536=681— — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CD �_ — — — _ PROP SW4LE — — + PROP TYPE F — — — — — — — — — — — — — — — — — — — — 71 LF 181, RCP Lo C& G o N + — — — — — — — — — — — — — — — — — — —-------- 210+00 N < P OP F L ON P TYPE F �` U) C& G cf) W — — — — — — — — — — — — — — — — — — — — — — W Z Z EXI ST. 6' SI DEWALK = EXI ST7ROW EXI ST. ROW = C) — — — — — — — — — — — — — — — — — — — — — — — — — MARBELLA LAKES OWNERS ASSN INC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 56610004042 ____________= Q 7 III III IIII II II1II II — — II III I1 CALO LIVING TRUST PISA,JOEPH & II DEWJI, ASHLEY BLISS, EDWARD & ANDERSON, DEREK & CHARLES J STUART SADOWSKI TRPAUL EUCHTER I MARGAREKALAITZAKIS, OEPSTEIN, DONALD FMARI 56610004929 1 A CASSANDRA JACOLYN REV TRUST 1 1 566100048,06 I MANNAI TRUST & IRENE & RUTH WLLIAM HEII 56610004903 56610004864 56610004848 1 56610004822 I 56610004783 56610004767 56610004741 A610004725 S- (21 11) 1 8 STA 205+14.87(.28.68Lt.) STA 210+ 7.50(-27.981-t.) C 'ICONST. I ex No. 430-021 - Cross Drain M S with 1:4 Slope in MES with 1:4 Slope Cross Dr 16 Single Round Conc. Pipe N Single Round Conc. Pipe 16 W 14 14 PROP. P 0.372 % — — — — — — — — 0.355 % — — — — — — 12 — — — — — 12 — — — — — EXI STI NG GROUND — — — — — — — — 10 10 8 6 PROP. PAVEMENT MILL & RESURFA TE 1" = 40' Horizo tal 205+10 206+00 207+00 208+00 209+00 210+00 NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATI ON ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■r ■■■■■AGNOLI ■■■■r ■■■■■. ■•••••�1RBER & ■■■■■r ■■■■■■� '■■■■■' RUNDAGE, INC. ■■■■■■, Pr of essi onal 740 veers, Planners N. & Land Surveyors Col er County: T400 Tani ani Trai N. - Napl es, FL - 34108 Certifi Cate of Aut hori zall on Nos. LB 3864 and EB 3864 AS B FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN & MA ELLA LAKES DR CONNECTION PLAN & PROFILE MARBELLA LAKES DRIVE STA. - 205+1 0.00 TO STA. - 210+60.00 SHEET 10 O 3O - - - - PROTECT No: 2D-B„2 DRAWN BY: MB GO PLAN STAGE: DrnDEPT CHECKED BY: EFTOF — — — — — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOr.stb FILE NAME: ,254B- ME ALVIANO AT NAPLES HOMEOWNERS PROP 10' X 80' TE&P. CONST. EASEMENT ALVIANO AT NAPLES HOMEOWNERS o � 41 n FM— — — — —4i n FM— — — — —4i n FM— — — 4i n FM— _ _ — — — —4i n FM— — — — — —4i n FM— — — — —4i n FM— — — I I —8i n NM — — 8 i n Wv1— — — — —8i n wv1— — �j(Ij'Qi ,n 1`@JI�'}[j�{I�/ALn Wv1— — — Sin Wv1— — — — —81 n NM— 8i n - �43CPSFM-1a'STIJEWALK - II Prop. 6' Sidewalk Prop. 6' Sidewalk — PROP ROW 5-(2t 13) PROP TYPE F EX ST. ROW/ EXIST. ROW/ C&G SECTION LINE SECTION LINE 71 LF 18" RCP .-� CV _ 21n----5(21n �Tr — - - �� - n�� E ����� GONEAR - -- — PR P� TYKE o $�� CURB C&G VARBELLA LAKES DR o CD F 18" RCP CD CO + PROP TYPE F ROP TYPE F + C& G C& G N 2 1+ +00 ------ 213+00 ---- - -- N + + Q � s (zio�l REMOVE EXIST TYPE C&G�_ CONST. X-(213z) 5-(z135) PROP TYPE F 5-(2142) PROP YPE RA CURB PROP SW4LE (n _ _ — — — — — — —CO C&G — Sidewalk W — _ - _ _ _ _ _ _ \ Prop. 6' (214 8) O L L J z x (2]]]) z 1 EXIST. 6' SIDEWALK - - - - - - - - - - - - U - - - - - �i- - - - - - - - - - - - - - -EXIST. ROW - - - - - - - - - - - \ _ \ / EXIST. ROW_ MARBELLA LAKES OWNERS ASSN I NC 1 —_ —_ —_ —_ — 1 Q LAKES OWNERS ASSN INC U H Q � _ � � _ 56610004042 1 I EXI RUBELLA ST. � __ --- . - - - - EXIST. ROW----1 - - - - - - - - - Q - - - - - - - - - LIJ PELOSI, JOHN ROBERT 56610004709 I � /� 1 I( BILLINGS SR, TIMOTHY J 'KRAUSE I / II 56510004686 JR, ANDREW J - - �I I 56610004660 FRANKLI N, 11 Prop. 8' Sidewalk I RAYMOND CHARLES 1 56610004644 1I II 11 I I S-(2109) S-(2113) 16 16 61A+ r N L0 CONST. Index No. 42 -010 - CONST. Index No. 430-012 - n M M rn with 1 or 2-Piece Co er (Center) Double 4"X38" in. Dia. Pipe d W ROUNDABOUT AT d w 14 S-(2108) 14 _ d W STA 210+90.72(-24.5 Lt.) — 425-021 Curb Inlet Type 6 — — — — 12 — 0-H2o%- — — — 12 S-(2106) PF OP. PGL STA 210+98.00(10.71 Rt.) EXI STI NG GROLP D PROP. PGL X- (2148) 1 O— CONST, Index No 42i-021 S_ (2142) 1 STA 214+85.96(18.21 Rt. Curb Inlet Type 6 EXIST CYITTER I N ET CCNST. Index No. 25 t021 - TA 214+34.57(18.61 Rt.) X-(2111)GHFh Type 6 ST.Index No. 425-021 - EXIST GLITTER INLET STA 210+99.73(18.2 Rt.) Rt (Left) rb Inlet Type 5 (Right) MODIFYTOP TO ORATE $ EXIST (3LITTER I NLE MOD IFYTOP TO GRA E 6 PROP. PAVEMENT MI LL & RESURFA E 1" = 40' Horizontal 210+60 211+00 212+00 213+00 214+00 215+00 216+00 NO. DATE REVISIONS BY COLLI ER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■r ■■■■■AGNOLI ■■■■r ■■■■■. ■•••••�1RBER & ■■■■■r ■■■■■■� """' RUNDAGE, INC. ■■■■■■� Pr of e, oval 740 veers, PI anI N. & Land Surveyors Col er Count y: T400 Tam ani Tr ai N. - Napl es, FL - 34108 Certlfl cat of Aut hori zat I on Nos. LB 3664 and EB 3664 ABB FILE: lzsas DESIGNED BY: EFT CONCEPT PLANS V"W WW da `� LG 1W1 dlY9 WHIPPOORWILL LN p *T� a, ay���A LAKES DR CONNECTION PLAN & PROFILE MARBELLA LAKES DRIVE STA. - Z 10+60.00 TO STA. - Z 16+1 O.00 SHEET 1 1 OF O O - - - - RRaecT No: 2D-B„2 DRAM BY. MBfGG PLAN STAGE: DrnDERT CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWFD BY: REV!E4 D — — — — PLOT STYLE: FDOT.stb FILE NAME: 12549- ME ALVIANO AT NAPLES HOMEOWNERS GREEN BLVD 500' ROV o P. U. D�Of jQ�j(11 THE NT — � Wv1-----Sin Wv1-----Sin Wv1-- Sin Wv1-----Sin Wv1-----Sin NM— — Sin Wv1-----Sin Wv1EX1S`T 4W, 61\DEWi4tIF-8in Wv1-----Sin NM— ----Sin Wv1-----81n Wv1-----Sin VWT:— — — — Sin Wv1-----Sin NM — — —— — Sin NM — — —— — bin Wv1— PROP ROW — EXI ST. ROW/ — — — — — — — — — — — PROP TYPE F — — EXI ST. ROW/ .-. SECTION LINE C&G SECTION LINES CV 1 n — — — — — 1 n VE I�� — — — — — 1 n — — --- — — 1 n — — — — — I I n T— — — — — 1 n — — — — 1 n I n — — — — — I n — �VW — 121� 1211nn^�— T- n M O O O O O 22 LF 18" RCP MARBELLA LAKES DR + — + N 1 217+00 s-(zn6 218+00 219+00 N I s-(�1751 6 LF ] " RCP CONST. — — — — — — — — — < _ _ _ < U) — — _ — — — — — — — — — — — — — — V) — — — — — — PROP S\AALE — — LU LU Z - Z EXIST. ROW EXI S ROWU U — — _I —� ~ Q � RANTA, OVIDIU & JAMES W TODD STEVENSON JR, I I I CRISTINELA M M KASHMANIAN CHORNY, AMMOS I WESCHLE, THOMAS 1 SUSAN M VVRUCK TRUST ~ Q 7 I LIVING TRUST I JON & ANA ROSA I I 56630501787 I 56630501761 56630501745 LIVING TRUST 56630501729 I & AVIVA 56630501680 56630501703 1 56630501664 + 1 — — — — — — — — — — — — — — — — — — — — — — — — I— ofoo H� I I I I I _j I I I I 1 I Ln LL co gLO 1 I I I I I LL I 16 STA 217+73.04(-33.66 o -It S-(2162) CONST. Index No. 425 021 - rn STA 216+17.31(-7 .05Lt.) 1 CCNST. Index No. 30-012 - m — J 14 Straight ncrete n walls - S_(2176) Double 24"X38" Di .Pipe EL W STA 217+73.06 -11.16 t. CONST. Index No. 425 021 - Curb Inlet Type 6 12 12 -0.301°° - PROP. PGL � 10 STA 217+73.09(-4.79 t.) CCNST. Index No. 43 -021 - Cross Drain MES with 1:4 Slope Single Round Conc. Pipe 8 E I STING GROUND 4 PROP. PAVEMENT MILL & RESURFA E 1" = 40' Horizontal 218+00 219+00 220+00 216+10 217+00 221+00 NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 ■■■■■r ■■■■■AGNOLI ■■■■■. ■■■■■•J_ kRBER & ■■■■■r ■■■■■■� '■'■■■' RUNDAGE, INC. ■■■■■■� Professional , 740 Engineers, Planners N. & Land Surveyors Col er County: T400 Tam ani Trai N. - Napl es, FL - 34108 Certificate °f Aut hori at I on Nos. LB 3664 and EB 3664 AS B FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIIPPOO WALL LN a- MARBELLA 1199'' 6G LAKES DR PLAN & PROFILE MARBELLA LAKES DRIVE STA. - 216+1 O.00 TO STA. - 221 +60.00 SHEET 12 OF O 3O — — — — PROJECT No: 20-0112 DRAWN BY: MB/GG PLAN STAGE: CONCEPT CHECKED BY: EFT — — — — — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.etb FILE NAME: 12549- ME O J P.U.D. COMMITMENT ALVIANOAT NAPLES HOMEOMERS n _ — — — 8 n VW1— — — — — 8 X^}e6T �� S1riJ€ LI4 _ _ — — — 8 n VW1— — — — — 8 n NM— — 8 n VVv1— — — — — __ _ _ _ 8 n VVv1— — — — — 8 n NM— — — — — 8i n VW— — — —�I NR �n VdA-- — —8-i n �+PA—�— �— i n '8i fl'TJv1�— EXI ST. RCW M EXI ROW PROP TYPE � 542273) — — — — — — — — �— — — — — — — — 5-(2246) 1— — — — — — — -- 5-(2223) CONC. BRI CK EXIST. ROJVI PROP ROW — — PROP TYPE F PAVERS l ^ SECTION LINE C&G 157 LF 24" RCP 11T nor 'r21 n — — — — — 1 n — — — — — n — — — — —T I n — — — — — zi n V9T — i n— In04v1 — — — — — =i n vv7 n — — — — CD 5-(z259) PROP TYPE D O CD - - MARBELLA LAKES DR CURB 111 24" RCP (fl 36 LF 24" RCP + — - _ N _ 5-(zz58) PROP TYPE RA N 222+00TT7 23 LF 18" RCP 223+00 224+00 CONST. CURB 27+00 227+35 Q 5-(zzzl) 6 LF 18" RCP — — — — — — _ o — — O ~ 7 _ — _ LF 24" RCP ` — —— co — — — — — — — — — — — — — — _— — — _PROP LU z SWALE � s-(zzs7) 5-(2263) 5-(2270) _ H— — — EXIST. — — — — — — = _ — I 69 LF 24" RCP Q I I — COLOMA, KENNETH� FCLLERT, JOHN I PENNI NGTON, SHEI LA R I = I I ASHMAN, THOMAS W I VELARDI, JOSEPH A & & ASHLNN I I & GERTRUDE N I 56630501567 = _ I I EXI ST. RCW & DIANA L — — — — — — — — 5fi63fl5�16�2 — LOIS 566305015 56630501 6— SECTION — — — — — — — — — — — — — I 56630501541 19 — — — — � I— — — — — — — — — — — — — — — — I — — — — cc I I I I I I SIKKERMA, WILLIAM J I I to I I I i I I I & DOROTHY I AMELIA BYRN�} GRAY, SHELLY & DAVI 56630501486 o 0 56630501525 WILLIAMS TRUST o 56630501509L — — — — — ——� I I I I I I I I I W I I I I I I I I I I m S-(2223) S-(2246) o 0 1 S-(2259) 16 STA 222+14.64(-33. 6Lt.) S A 224+74.32(-70.93Lt.) I27 N CCNST. Index No. 4 5-021 - ST. Index No. 430-012 - STA 225+6 .64(-40.09Lt.) co N Double 24" X 38" Dia. Pipe Curb Inlet rype 5 (Right) d W 14 � ROUNDAB TAT 14 MARBELLA LAKES DR d W WH I PPOORVILL LN PROP. PGL S-(2273) 12 0.302 i° 12 - 0.308 % S-(2258) CONST. Index No. 430-012 - l S-(2222) CCNST. Inde No. 425-021 - Double 24" X 38" ia. Pipe l 1 1 0 S-(3004) CONST. Index No. 25-021 - 1 VI STA 300+35.30(50 52Rt.) S (2257) STA 225+6396(2.61Rt.) Curb Inlet Type 6 l 8 S-(2221) \CIMIST dQx No 01 STA 222+14.69(-4.7 Lt.) EXI STI N GROUND Cross Dr MES with Slope S-(2263) S-(2270) l Single Round Conic. Pipe S A 226+34.18 10.96Rt. STA 227+02.82 16. 9Rt. Cross Drain MES wth 1:4 Slope ST. Index No. 430-021 - CCNST. Index No. 30-021 - Cuadru le Elli tic I Conc. Pipe _ _ oss Drain MES with 1:4 SI pe Cross Drain MES with 1:4 Slopel Single ROOM Colic. Pipe Single Round Co ic. ripe 4 PROP. PAVEMENT — — — — — MI LL & RESURFA E 1" = 40' Hori ontal - i al + + 23+00 + + 226+00 227+00 NO. DATE REVISIONS BY COLLI ER COUNTY GRONTH MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■� ■■■■■AGNOLI ■■■■r ■■■■■I ■■■■■'&RBER & ■■■■■r ■■■■■■� """' RUNDAGE, INC. ■■■■■■� Professional , Engineers, s, Planners N. & Land Surveyors Col I i er County: T490 Tani aai Tr I N. - 366N,pl es, FL - 3664 Certifi Cate of Aut hori zall on Nos. LB 3864 and EB 3864 ABB FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS °Yy�11PP®®R,xy�p Lp. MARBELLA ay���A WHIPPOORWILL L `� (% lvfl RB LAKES DR CONNECTION PLAN & PROFILE MARBELLA LAKES DRIVE STA. - 221 +60.00 TO STA. - 227+00.00 SHEET 13 OF O 3O - - - - PROJECT No: 20-0112 DRAM ev: MBIGG — PLAN STAGE: DCNDEPT CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REV!E4 D — — — — PLOT STYLE: FDOr.stb FILE NAME: 12549- ME II I 5-(2257) 5-(2259)— I I � I I-- EXI(;T. OJV 5_(2258) 0 I SI KKERMA, WI LLIAY J AVIANO AT NAPLES & DOROTHY �� 7 LF 14"'IRCP 56630501525 I CO - HOMEOWNERS 1" = 40' I_ _ Y I I 22700048586 AMELIA BYRNE III Q WI LLI AMS TRUST I I I I W 56630501509 II I r AVIANO AT NAPLES PROP jYF EGI/7 24" I I HOMEOWNERS 3 I I III I---30-----30-----3o-t-� -�( �7�---30----130--€XI&P.-RCW 1�88 CD 1 5-(2263) I �� � � � � � � � � r-- — -- -- -- -- -- -- -- C� _ — CD PROP 6' SIDEWALK + C) Ir 00+ I 30�I+00 3 + 304+0 II _ I WH I PPOORWI LL LN CONST. 9 ( F 24" RCP CO 26 LF 18" RCP w I (PROP TYPURB PROP TYPE RA CURB z o p ! E ID X 135 LF 24" RCP 5-(2z7o) I 5-(3016) C&� TYPE F s-(3oza) 175 LF IS" RCP ODD r III CV — — — _ •• i3-� — —wm uiZL-----w1n a izt—--- —Wnn ul7l-----w,n u-----wm ulzL——— — —lnnn ul-----w`^ U CONC. BRI CK XI T. ROJV PAVERS EXIST. ROw I � LO 5-(3004) Ill LF 24" RCP DoI � 5-(2273) � I N Cl)Z I N STRATFORD PL MASTER ASSOC INC \ A I l l 75020000264 rn $ PROP ROW I / Ism I / C i EXI ST. ROW I s-(zzs7) s-(2z5a) o tO s-(225s) 16 STA 225+63.96(2.61 Rt.) CNp STA 225+63.6 (-40.09Lt.) u'T rn CCNST. Index No. 430-021 - STA 225+63.96-4.32Lt.) + _ Cross Drain MES with 1:4 Slope CONST. Index No '- d W Curb Inlet Ty e 5 (Right) Single Round Conic. Pipe Curb InletlTyp 5 (Left) + + J 14 ROUNDABOUT AT PROP PGL MARBELLA LAK WH I PPOORWI ILL LN -0.301 % 0.400% 12 12 10 10 I — — S-(2263) $ S-(3027) STA 226+34.18(10.96Rt.) / TA 302+78.52(-6.09Lt.) CCNST. Index No. 430-021 - / index NO. Cross Drain MES with 1:4 Slope Curb Inlet Type 6 - Single Round Conic. Pipe 6 I NEW eeNS:FRLJeT' S-(2270) S-(3004) S-(2273) S-(3028) . STA 227+02.82(15.59Rt.) 4 s-(3o1s) 0 PROP. PAVEMENT CONST. Index No. 430-021 - � STA 226+9 .39(-143.25Lt.) MI L & RESURFACE Goss Drain MES with 1:4 Slope CCNST, Index No. 4 5-021 - CONST. Index NoFDla. -012 CONST. Index No. 425-021 - CONST. Index No. 425-021 - Straight Concretwalls - - Single Round Conc. Pipe Double 24" X 38" Pipe 1" = 40' Horizontal 1" = 4' Vertical 300+00 301+00 302+00 303+00 304+00 COLLIER COUNTY GROJVTH u���r AS B FILE: DESIGNED BY: ��d��®®P��IILL LLB M�ELL� NO. DATE REVISIONS BY "1010" OLI 12549 EFT SHEET u"�r LfQP��+ ddl� CONNECTION MANAGEMENT DEPARTMENT ■����� PROJECT No: DRAWN ev: ■'---'TRANSPORTATION ENGINEERINGJ kRBER & 20-0112 Meicc 14 CONCEPT PLANS PLAN &PROFILE ■������ PLAN STAG£: CHECKED BY: """' RUNDAGE, INC. CONCEPT EFT LOF DIVISION �'of ess DATE: REVIEWED BY: H I PPOORWI LL LANE 2885 SOUTH HORSESHOE DR Professional e, onal 740 veers, Planners N. & Land Surveyors Wober 202o REVIEWED O NAPLES PL 34104 Col er County: T400 Tamaai Trai N. - Naples, FL - 34106 PLOT STYLE: FILENAME: STA. - 300+00.00 TO STA. - 304+10.00 38 Cert i f i Cat a of Authorization Nos. LB 3664 and EB 3664 FDOT.Mb 12549 - ME 0, COLLIER COUNTY _ I 22150000242 AVI ANO AT NAPLES HOMEOWNERS - — — — — — — — — — — — — — — — — — — — — — — — — — — — — 22700051 188 EXIST. RON L0 O MST. RQN30_———-30—_—--30—__—-30——__ �— __ 30_ __-30-- __30—___-30—__—_ C_———_30———_-30—_ __90--- � O — — — — — — — — — — — — — — — — CD CD S-(3086) —Vm u IZL — — CD + EXIST. 6' SIDEWALK I A> /, _ 5-(3084) co PROP 6' SIDEWALK co 305 + Q I AL CONST. WH I PPOORWI LL LNZ Q j 775 LF 7s" RCP CZ CC z � 23 LF 78" RCP � LU 1z kz LU Z Z J s-(3o4s) PROP TYPE F 5-(3085) J J J J J C&G 386 LF 78" RCP UEXIST. ROW__ ����/ U Q — u 17L— — — — —VV D 17L — — — — —IMIA l 17L - UI L — — — —— J:It1��L — —— �� lMn Ul].L—— — — —lMn Ul].L - -- ---lMn Ul - ---- ft—u 17L --- _ VtLu 17L --- Y= D 17L -- — _ JI D 17,L — 1 — — — — STRATFORD PL MASTER T 75 STRATFORD PL MASTER ASSOC INC `\ EXIST. ROW" ASSOC INC 75020000264 75020000028 -------------------- 1 8 S-(3084) S-(3086) 1 8 STA 308+38.74( 0.37Lt.) STA 308+56.52(-28.71Lt.) S-(3048) CONST. Index No. 425-021 - CONST. Index No. 430-021 - STA o Lo Curb Inlet Type 6 Cross rain withpe Quadruple Elliptical Conc. p p p e 16 T. Index CONST. I nd x No. 425-021 - No. 425-021 o � 16 Curb Inlet Type 5 (Left) - S-(3085) + STA 308+38.70 2.13Rt. r*-: CID S-(3087) d LU CONST. Index No. 425-021 STA 308+56.52(51.99Rt.) Curb Inlet Type 6 + ST. Index No. 430-021 - 14 14 a Quadruple Elliptical Conc. Ilipe 0.303% -0.3 0% 0. 03 % — 12 _ 12 / EXI STING GROUN — 10 10 8 6 PROP. PAVEMENT MILL & RESURFA E 1" = 40' Horizontal 304+10 305+00 306+00 307+00 308+00 309+00 COLLIER COUNTY GROWTH u...r AS B FILE: DESIGNED BY: WHIIPPOO WILL LN & MARS LLA NO. DATE REVISIONS BY MANAGEMENT DEPARTMENT �r,� DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ..... OLI ■" ■■■■■.�• A ■'---' No .. KBER & �.... """' RUNDAGE, INC. ""'� Pr of e, oval 740 veers, PI anI N. & Land Surveyors Col er County: T400 Tani ani Tr ai N. - Napl es, FL - 34108 Certificate of Aut hori zat I on Nos. LB 3664 and EB 3664 12549 EFT CONCEPT PLANS Lf9PCE� DI C®IYNEC7II®lip PLAN & PROFILE ���L�I r�p`�L �I I -I I PPO� RWI LL LANE STA. - 304+1 O.00 TO STA. - 309+60.00 SHEET 15 OF O �O - - - - PROJECT No: 0112 20-0112 DRAWN BY. MBfGG - - - - PLAN CONCEPT CHECKED BY. EFT — — — — — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILE NAME: 12549- ME COLLIER COUNTY I ANDALUCI A HOMEOWNERS ASSOC 1"= 0' 22150000242 I 22150000064 on— � — — — — — -- — — — — — — -- — — — — -- — — — — — — — — — — — � -- — — — — -- — — — — 30—30_—=--30— — _ —3G _-DO -- — — 30— — —3 —an � — CD CD p � -ao---E�SoT-RC�J1f-ao-----ao-----ao- - -- ao-----30---- --- PROP TYPE F EXIST. ROW p r--- C&G — — ---- ---- S-(3138)-------------------- --- p -umn u!z�-----wn u!z(31D - -� uI .z�-----umn u=z�� I unn z -- - — A u zL — — — u !zL F ST��6'_SIa A u u I ==--u z -_ _ u z� -- _�_— �-al, IM- IZ, —� °.�— - - - — — — — — — — — — 0 PROP 6' SIDEWALK LID co o+nn 312+00 313+00 CY) Q 35 L 78" RCP ROP TYPED CONST. CONST. Q F-- CURB U) 36 LF 18" RCPi P L L to Z S-(3104) CONC. BRICK — — — — — — — — — — — -- -- —___—_—___—__ - Z J PAVERS / -- _-- _-----_—_--------------------- J EXIST. 6' SIDEWALK C) — — — — _ — / � — PROP 6' SIDEWALK — — � — — — — — �XI ST. ROW 118`,,RCP I— EXIST. RO✓V (3122) 5-(3139) ��/ Q PROP TYPE F X % \ C& G 89 LF J — — — — — — — — — — — — — I ROP TYPE RA CURB — N + ss----�a) ss--1 0O 1 III► 7Vc I I I� STRATFORD PL MASTER I SA I TARY LIFT STRATFORD PL MASTER ASSOC I NC 75020000028 �I ASSOC I NC L — — — — J ST TI ON HABITAT FOR HUMANITY 75020000785 00288040002 I II I I to PROP TYPE F 127 LF ]8" RCP I C-&6 II II I I \ \ Co I m 18 18 CONST. Index o. 425-- 021 o co m cc S-(3122) m S-(3139) 16 16 m rn ST. Index No. 425-010 STA 312+83.63( 2.16Rt.) S-(3104) + + e S Manhole Concentric Cone CONST. Index No. 425-021 - a W d LU ith 1 or 2-Piece Cover (Center) Curb Inlet Type 5 (Left) STA 310+31.8 (29.96Rt.) 14 14 Curb Inlet Typ 5 (Left) PROP. PGL PROP, PGL _ J- -0.332% — — — — 0.303% — — — — — — — — — — — — — S-(3112) 1 STA 22 +10.79-1120.26Lt. 1 CONST. Index No. 425-021 - Curb In et Type 5 (Left) PROP. PAVEMENT 8 1" = 40' Horizo tat 309+60 310+00 311+00 312+00 313+00 314+00 315+00 NO. DATE REVISIONS BY COLLIER COUNTY GRO VTH MANAGEMENT DEPARTMENT ��N, I DI VI SI VIV 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 u...r ..... OLI ■... ■■■■■. """�1RBER & ■ommmm" MEMMM """' RUNDAGE, INC. ""'� Pr of e, oval Engineers, s, Planners N. & Land Surveyors Col I i er County: T490 Tam aai Trai I N. - 366N,pI es, FL - 3664 Certifi Cate of Aut hori zall on Nos. LB 3864 and EB 3864 ASS FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS WHIPPOORWILL LN c& ILPA ELLA LAKES DID CONNECTION PLAN & PROFILE ���L�I �y�p`�r �I FI I PPCOR ILL LANE q STA. - 309+60.00 TO STA. - 315+1 0.00 SHEET 16 OF O 38 — — — — PROJECT No: 20-0112 DRAWN ev: MB�GG - - - - PLAN STAGE: CCNCEPT CHECKED BY: EFT — — — — — — — — DATE: Wober 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOr.sib FILE NAME: 12549- ME - LEVI NE, JEFFREY C / r = & LI NDA M 22150001542 SANITARY LIFT/ I I I I I I STATION / I I I I I I 1" = 0' / FENTON, STEPHEN WILLIAM I DZELIL, OZMAN BULGER, PATRICK H NOTTLE, GARY CORNILEUS, TCNYA T GIUNTA, GEORGE IN 22150001568 ❑ & MUDZ EVER 22150001607 22150001623 22150001649 & MOTOKO / I 22150001665 IER_,_1E A ANDALUCIA I 0001681 HOMEGMERS ASSOC I O / PROP TYPE IF 22150000064 0— ----30---- — __ C&G _ —3_0— —0 — _221_5000_-15_84 ___ —30 0- —_ _-_3 30— 0-- —OE— _ EXIST. RONV---'u — — — — — — — — — — — — — — — — — — — — — — — — --------------- o uI_Dzt _ _ -_I wNA-UT2_ p 0 CD —�Iz --1m�L---wiDIz�--� — �-- -- EXIST.6SIDEWALK -- — — — — — --- p O '0O co M 0 0 Q CONST. Q S ( 53) (n (n w — — — — — -- — P L L Lu z =_-----_—_—_—_----_----- _ — z — I— _ —J EmL.�— �SI .K i—=0in F— — — — — — — — _ _ — — — — — — — — — I R 1, FM }- k (- �EXI ST. ROJV I I I MARI POSA AT I Q HABITAT FOR HUMANITY WH I PPOORWI ILL (Q 00288040002 I 18 18 00LO 16 `R n 16 N J of a ur— C-4 � 14 + 14 d w PROP. PGL -0.3 5% 0.306 % — — — — — — — — — — 12 — — — — 12 — — — 1 1 STA 315+29.57(20. 9Rt.) CCNST. Index No. 25-021 - 8 6 PROP. PAVEMENT MILL & RESURFA E 1" = 40' Horizo tal 315+10 316+00 317+00 318+00 319+00 320+00 COLLIER COUNTY GRONTH ■■■■■r AS B FILE: DESIGNED BY: WHIIPPOO WALL LyAT a- MA ELLA NO. DATE REVISIONS BY MANAGEMENT DEPARTMENT �r,� DI VI SI ON 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 ..... GNOLI ■�", ■■■■■. •••IIII-S RBER & momm�� ■.... """' RUNDAGE, INC. s�of ess Professional e, oval 740 Engineers, Planners N. & Land Surveyors Col er County: T400 Tani ani Trai N. - Napl es, FL - 34108 Certificate of Aut hori at I on Nos. LB 3664 and EB 3664 12549 EFT CONCEPT PLANS 1199'' 6G LAKES DID CONNECTION PLAN &PROFILE ���L�I r�p`�r �I H I PPO� R\M LL LANE STA. - 31 5+10.00 TO STA. - 320+60.00 SHEET 1 7 OF O 3O — — — — PROTECT No: 20-0112 DRAWN BY: MB/GG — — — — PLAN STAGE: crncEPr CHECKED BY: EFT — — — — — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.etb FILE NAME: 12549- ME DELANEY, JEFFREY R I I & MELI SSA D I I 22150001908 I I I I I I I = 0' I I COX, ANDREW J I S827 NEELAMCHALI L, 022150 BROVEN, PETER J JOSEPH, DAVI D E EVANS, PAUL G I I I MANALOTO, MIA I PADMESH S I PROP TYPE F I & LINDA J 1 & PAULA L & AMY L I KURTEV, KALVIN V ICHAISSON, DARREL I SCARANUZZO, I KING, RANDALL S 1 22150001788 I I C&G I I I -30-22150001801 22150001843 22150001869 22150001885 & STELIAN_A B_ I & SUSAN ERIK 8r MELI SSAD__ _ 22150001720 _ _ _ _ ______ _________ 22150001746 22150001762 — —30——O _— __3p__--- -- ____30 —_— ___________________22150001704 _00{I ___3O_____OE__ __30 T. RL LE�M� pE____3O_____3O_____3O____ 30_____30__ 30—__— '____ _30 EXI_�n• _ _ u! u!zV - - - - -VM u!ZV-- - - -VM u!zV-- - - -VM u!zI` -- V\M z� - _�3O -✓� u!ZL-----vm uTZC _ VTr � Iz� -- g�- - - -Vmn u!ZV - - -- ---- vuti PROP 6' SIDEWALK O o— — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — o r9 ------------ --------EXL$T-6�-alUWALK--------- —-------------------- -- — o + \ + o VV�+ P I LEI N \\\3 + \\ \\ ��2' ch I CONST. Cu 5-(3231) CO x :�'! W — — — _ _ W Z_ _ — — — — — — — -- - _ _ _ — — — — — — — — — — — — — _ Z 10i n FPh F�3 F� —1�n �16+ —TOT — n�M�6� = TOi n�hTFb �o (IF -D�i -5 �1 A F T6i n�164 — �6i n�Ak�6� = �6i — — — — — — — — — — — — — — — — — — — — — — — — D� = i o1= K1�(--D� , oT FPF � — ioi n F _ — — — — — PROP 6' SIDEWALK U— — — — — — — — — — — 7ofn F \EXI :-yJ- -- s-(sz4s) EXI ST. RCWJ < ST. ROW MARI POSA AT WH I PPOORWI LL ss-----40) ss---- 1 $ S-(32F311488(19.073RI) S-(3248) 1 $ STA 3 STA 324+97.42(30. 2Rt.) CCNST Curb It Index No. - Ilet Type 6 Top n ex o. Type 8 Manhole TCP -010 16 16 v >- 14 + 14 aW PROP. PG'L _ -0.305% 0.300% 12— 12 ND 10 10 8 6 PREP. NEW PROP. PAVEMENT eN MILL & RESURFA E 1" = 40' Horizo tal 320+60 321+00 322+00 323+00 324+00 325+00 326+00 COLLI ER COUNTY GROVVTH .....r ABB FILE: DESIGNED BY: WHIPPOORWILL L1Q 1LPf$ �LLA NO. DATE REVISIONS B�' MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 ■" �AGNOLI ■■■■■. 0 ... J IKBER & mmmmm� ■.....� """' RUNDAGE, INC. ��of ess Prof essi oval 740 nears, PI anI N. & Land Surveyors Col er County: T400 Tam ani Tr ai N. - Naples, FL - 34108 Certificate of Aut hori at I on Nos. LB 3664 and EB 3664 12549 EFT CONCEPT PLANS �& LAKES �� ®���CTd®� PLAN &PROFILE WH I PPOORWI LL LANE q STA. - 320+60.00 TO STA. - 326+10.00 SHEET 18 OF O 38 - - - - PROJECT No: 20-0„2 DRAWN BY: MBicc - - - - PLAN STAGE: crncEPr CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.sib FILENAME: 12549- ME Q I� Q� I I I uj CD �z??, `� O II ❑ Q V �I ANDALUCIA HOMEOWNERS Q¢ N �I lieI ' `° ASSOC INC I I I I I 22150000022 I I I = N 13b 1" 0' ' � PROP TYPE F X i C& G -- - r -- 0 -ar - --'-30-----30-----30 — -oE--- - - OE ----30-----30-----30-----30-----30--` I PARK, E LI SSA I KAMI NSKI , MARK T I MALONEY, MI CHAEL J I I 22150000268 1 & MONICA Z I 22150000307 ^ 002 — — — — — EXIST. ROW �+!Zl - _ ,� 150000284 rn ---�u!Zl- - - Z _ _ _ ZL _ _ - - NM D! r - -lMA u l _ _ _ VM N _ _ _ _ _ VAA ZL _ _ _ _ _ 121 n Wv1 _ _ u l u _ - _ _- _ _ _ _ _ 12i n VtM - _ _ _ 121 n VYN - 017i n VW1 = 30 -- 12i n3 _ _ _3O12i n =30 — O PROP MODIFIED TYPE B —-------- S-(3293) — 5-(3305) CD-------- p CURB I a p p PROP 6' SIDEWALK p C IC + CV V S --- cM m I l 327 8 0 3+ 0 00 331+00 \77I � Q I I Q A co -(326i \�—� ON T. I CO -- — — -- — -- — — — — — Z 5-(3304)---- z _ S-(3272) — — — ----------- J — — — -- — — — — — — -- F - - 10i (-0� - - 10i n FM (-0r - - 10i n FM (-0� - - 10i n FM (-0� — — - - 10i n FM (-0�� 10i n FM (-0j- = 10i n FFM (-0�_ �Oi n F D —'I� F1AF-(-D� —14IT F (, 1 = � - 1 p,10r - 0 n PROP TYPE D ~ Q CURB PROP TYPE F � PROP TYPE F C&G EXIST. ROW ' I C& G PROP TYPE � C& G / Y PROP 6' SIDEWALK, I GUSTO BELLA VITA MARI POSA AT of o WH I PPOORWI LL ' 'Z U) WI I 18 S-(3293) 1 8 SUN STA 329+25.64(-3 .21Lt.) NIGHT H WK DR & CONST. Index No. 25-010 - ANDALUCIA WAY Type 8 Manhole T p 16 r N n (p 16 c� LoN + + aW FLw n 14 v + 14 FL 12 _ — — — — — — — — — — — — — — — — — — -0.314% — — 0.306% 12 — — S-(3272) S-(3263) STA 326+30.08( 1.38Rt.) STA 327+22.52(30 86Rt.) EXI STING GROUND 10 - S- (3305) 1 0 Curb Inlet Type (Left) Curbnlet In, 5 (Left) STA 330+47. 3(-17.24Lt.) I IN Curb Inlet T o. - pe 6 Top S-(3304) 6 PROP. PAVEMENT STA 330+47. 5 20.35Rt. MI LL & RESURFA E CONST. Ind a;: N0. 425-021 - Curb Inlet T pe 6 Top 1" = 40' Horizontal 326+10 327+00 328+00 329+00 330+00 331+00 COLLIER COUNTY GROWTH .....r AS B FILE: DESIGNED BY: WHIPPOORWILL LN 1�fgELLi� NO. DATE REVISIONS BY TRANSPORTATION ENGINEERING MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 ■... RGNOLI ■..... """�1RBER & ■....." """' RUNDAGE, INC. .8HUMI ""'� Pr of e, oval 740 Engineers, Planners N. & Land Surveyors Col er Count y: T400 Tam ani Trai N. - Napl as, FL - 34108 Certificate of Aut hori at I on Nos. LB 3664 and EB 3664 1254s EFT CONCEPT PLANS LAKES DID CONNECTION PLAN & PROFILE L H I PPOORWI LL LANE STA. - 326+1 0.00 TO STA. - 331 +60.00 SHEET 19 OF O 38 - - - - PROTECT No: 20-B„2 0112 DRAWN BY. MBfGG - - - - PLAN CONCEPT CHECKED BY. EFT - - - - - - - - DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.etb FILE NAME: 12549- ME „ � � I � I I I A. STOCKHAM, BRADLEY E W & LORI D I co AVOW REAL ESTATE INC 1” = 0' 22150000349 I Z 00286560005 \ I = W MI RAKI AN, ROBERT E I Q 8 J 8 z &ASHLEYL Ip. >w LU �U rn 22150000323 I' Q 0 Q - 30w _ _ _30 - - ^n -30' 30 - - - - - 30 f v —14i 2i n VrVf - - - - - 12i n � - - _ _ 12i n NM - - - - - 12i — — — — — �0� n NM - - - - - 12i n Wv1 - - - - - 12i n Wvl - - - i n - - - 12i n Wv1 - - - - _ - - 12i n Wv1 - 12i n NM - - 1 \ Q Q I 30 ----30--- f-30----I30-----30-----30-----80-__ _-30-----3%____ PROP TYPE F ,3- 0- - -\— --30— —30 30-_ --30 CD CD �- L _ = — — —T — — — — — + — — — — _ C&G EXIST.-87-5`SI[7EV7ALK— + c')EXIST SIDEWALK 334+00 36 ON T. 3 + M LL cn 5-(3331) 5-(3358) I (n W _ W Z— — — — — - - — — — = = — — — — — — — _ --40+n rrr�( —1e n r — — — FXI ST. 6' SIDEWALK _ _ _ _ _ ("Br —1'br nrtM�"B)-��t$I--rD)—= �r01 n FW} = _ U 0� 1 � FW (-UF1 F i n F M F-0� 10 i r F M FDy - - 1 ' U 75 I 1 ---SS (Dj- - - - - SS (D),- GUSTO BELLA VITA I 1 1 REVSERVE AT NAPLES 18 18 16 L0'- 16 N n LO J W O1 OD 14 + + 14 d W P OP. PGL 12 0.306% _0.3 6% 0.305% 12 EXI STING GROUND 10 10 S-(3331) S-(3358) CCNST. Index No.425-021 - CONST. Index No. 425-0 1 - $ Curb Inlet Type 6 Top 0 6 PROP. PAVEMENT MILL & RESURFA E 1" = 40' Horizontal 331+60 332+00 333+00 334+00 335+00 336+00 337+00 COLLI ER COUNTY GROVVTH u���r ABB FILE: DESIGNED BY: WHIPPOORWILL L1Q 1LPf$ �LLA NO. DATE REVISIONS BY MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ■" �AGNOLI ■■■■■. 0'---'&RBER & momm�� ■������ """' RUNDAGE, INC. ��of ess Pr of essi oval 740 veers, Planners N. & Land Surveyors Col er County: T400 Tani ani Tr ai N. - Napl as, FL - 34108 Certificate of Aut hori zat I on Nos. LB 3664 and EB 3664 12549 EFT CONCEPT PLANS �& Lf�KlF:S DR CONNECTION PLAN &PROFILE WH I PPOCRWI LL LANE STA. - 331+60.00 TO STA. - 337+1 0.00 SHEET 20 OF O 3O — — — — PROJECT No: 20-0112 DRAWN BY: MBicc - - - - PLAN STAGE: crncEPr CHECKED BY: EFT - - - - - - - - DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILE NAME: 12549- ME I I T 3 I I_ I 1 0 AVOW REAL ESTATE INC I I I TT OF PINE RIDGE I NC I 00287160006 00286560005 I - I U Z SECTION 18 , I I j � O n Wvl _ _ _ _ - 12i n Wv1 - _ _ _ _ 12i n Wv1 _ - _ _ _ 12i n M _ _ _ - _ 12i n NM _ _ _ _ _ 12i n NM _ _ _ _ _ 12i n NM _ /l= EXIST.6' SIDEWALK ---------- — — — — — — — — — — — — — — 00 O _30-----30-----30-----30-----30----30-----30--___30-----30-----30-- _ _ - - 1 n - �? - - _30in WN---3o=12i_n �M-1-w 30- '� ` / _ __ -- __ __ __ _-r �U- -30-- -30-- -30-- -30-- -30-- -30-- CD _ _ / _ - - - 121 n WM - 12i n NM - - - - - - - _ _ 12i n NM - - - - - 12i n + — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — 2 — — — � EXI T. 10' SI DEWALK + — — — — — — — — — EXIST. 10' SIDEWALK I CN — — — co 3 0 339+0 ON 4 0 , + + ct) IIf,I Q I P OP YP F I Q c/) II U) R T T I L N LU 5-(3405) LU Z _ _ — ___________________________ _ — _____ i� �2 -- of --ioin ioin €rolC%8iT•�=Sd�hE 10i ---- �� -IST.�Sf6Ew--------_----_--- U Y'"�r n FM ((�_- 10i n FM - — — 1 r= i - iTr'fTfi'rC�1Dtn ------ '(�j—'r0i Q - — — — — — — — — ---- � , �M n FflF-(-CJ�6i n Div} �6r�i � FM (-0j- - - 10i n FM (-0r - - 10i n FM (-0r 10i n _FVK Q 75 \ SECTION 17 _ (%r - (p�____ss �prss tor____ SS (or ----SS cor----��cDr----SS -ss Ior____ss I I I i I I SEAGATE BAPTI ST W I I I I CH OF NAPLES II 00287280009 REVSERVE AT NAPLES 3 I I W N I I I I I I I I I I I I I I 18 16 14 12 10 337+10 DATE 55310 a 0.305 PROP. PAVEMENT PROP. PGL EXI STI NO GROUND STA 34 +53.25 25.11 Rt. CONST. Index No. 425-021 - Curb Inlet Type 5 (Left) Top 8 6 4 2 0 11.1; _ 4, VU ortn? 338+00 339+00 340+00 341+00 342+00 COLLIER COUNTY GROWTH u...r AS B FILE: DESIGNED BY: WHIIPPOOI�WIILL LLB% MA ELLA REVISIONS BY MANAGEMENT DEPARTMENT ..... GNOLI u", ■■■■■. 12549 EFT & LAKES DR CONNECTION SHEET PROTECT No: DRAWN BY: - DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 •••IIII-BARBER RBER & momm�� ■'... """' RUNDAGE, INC. ��of ess Pr of essi oval 740 Engineers, Planners N. & Land Surveyors Col er County: T400 Tani ani Trai N. - Naples, FL - 34108 Cart ifi cat of Aut hori at I on Nos. LB 3664 and EB 3664 20-0112 MB/GG CONCEPT PLANS PLAN &PROFILE L H I PPOORWI LL LANE q STA. - 337+10.00 TO STA. - 342+60.00 21 OF O 38 — PLAN STAGE: DrnDEPT CHECKED BY: EFT - - DATE: Cbtober 2020 REVIEWED BY: REVIEWED - PLOT STYLE: FDOT.stb FILE NAME: 12549- ME 1 1 1 1 1 N I SANITARY LIFT STATION TT OF PINE RIDGE INC 00287160006 �I o— — — — — — — — — — - _ o -- EXIST.6' SIDEWA-L ------------39- -—— — — — — — — — (D-----12in VW1 --- + 5-(34 --- -- 121n vw I-- �NM u!Zl -NM u!ZL -NM u!ZL- - - - - NM u!ZI, - - - - - NM u lZl --- M Q C ST. cj R T I G I L N w z Z Q U) II z II w I I w END PROJECT J STA. 345+72.42 z �I - —I\J — — — — — — — — i - - 12i n M — u VJv1 u!ZL _----12i VW1 _- _ J' 346+00 II J— — — — — — — — —- - — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — —EXIST. 6' SIDEWALK — — — — — ——BinJ6GA- - - -8i m- - _ BiD 1ppl EXI Tn �LDEWAL n w1=-_ =sin vw1 - - -sin w1 -sin w1- - psi o�eH� � _ — — B i n VJM- — SjL 1QpQ= 81 n 1 0 i n F Nf (-0j- 10i - 1 0 i n F k (-0f - - - 1 0 i - - i n F M EDP - - 10i n F—M -0—j--10i n FM— (-0j-- - - 10i n FM (-0—� — — — — — — — — — — — - - 10i n FPPr (-0y- - - 10i n FPPr �D�--10i n/FM (-0)---10in 10in FM (-0�---10in FM (-0y--- Q= I I I m 0 I w� U SEAGATE BAPTIST CH OF NAPLES Q 00287280009 w to I CCNST. Index No. 425-021 - S-(3431) CCINST.Ind x No.425-021 PROP. PAVEMENT MI L L & RESURFA S-(3447) CCNST. Index No. 42 -010 - 8 6 rn 0 14 J EXI STING GROUND 2 0 1" = 40' Horizontal 1" = 4' Vertical 342+60 343+00 344+00 345+00 346+00 COLLIER COUNTY GROWTH u���r ABB FILE: DESIGNED BY: WHIPPOORWILL LLB ELLi� NO. DATE REVISIONS BY MANAGEMENT DEPARTMENT DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 IAGNOLI ■■■■■. ■"' "---'&RBER & ■11-11 momm�� """' RUNDAGE, INC. ""'� Professional , 740 Engineers, Planners N. & Land Surveyors Col er County: T400 Tam ani Tr ai N. - Napl as, FL - 34106 Certificate of Aut hori zat I on Nos. LB 3664 and EB 3664 lzsas EFT CONCEPT PLANS � 1�fg LAKES DID CONNECTION PLAN &PROFILE WH I PPOORWI LL LANE STA. - 342+60.00 TO STA. - 346+15.56 SHEET 22 OF O 38 - - - - PROJECT No: 20-0112 DRAM ev: MBfGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT — — — — - - - - DATE: October 2020 REVIEIAED BY: REVI E4 D — — — — PLOT STYLE: FDOT.stb FILE NAME: 12549- ME „i F.P.L. 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DRAWN BY TRANSPORTATION ENGI NEERI NG FT Ii_ IT&RBER & 20-0112 MBrGG ERVE AT NAPLES — DI VI SI ON LJJ--L BRUNDAGE, INC. PLAN STAG: CHECKED BY: CONCEPT PLANS CONCEPT EFT 2885 SOUTH HORSESHOE DR Pr of essi oval Engl n PI a s & Land Surveyors DATE: REVIEWED BY ColI er Counl y: 7400 Tarn— TreQ IN. - Naples. FL - 34108 Ctlober 2020 REVIEWED — NAPLES, FL 34104 Cer t I f i cat a of Aul hor i zat i on Nos. LB 3664 and EB 3664 PLOT STYLE: FILE NAME. FDOT.s(b 12549 - LAVWT PROJECT PHASING LEGEND - Phase I - Phase II - Phase III -••I�r � i a NAPLES NI SSAN - y' Ilk .,, 340 „ --=345 346 of • �.' ,�-+ ? 4 �;.i+ m _ aj 271 N SEAGATE BAPTIST CHURCH OF NAPLES ', WHIPPOORWILL LN & MARBELLA SHEET LAKES CDR CONNECTION 23 CONSTRUCTION PHASING PLAN OF 38 97 Vi - L7�+j RELOCATE SIGN SIGN TO REMAIN 6" WHITE 2-4 SKIP 6" YELLOW 2-4 SKIP LIVINGSTON RD 98 99 101I0 101 102 ry 6" YELLOW 2-4 SKIP r► + — 6„ WHITE / — U-TURN �—U-TURN 24" WHITE STOP BAR 0 ARROW ARROW — 12" WHITE TO BE REMOVED D z 0 \ 24" WHITE STOP BAR < \ o RS-2 0700 1 17 < mO 24"x24" O IRECTIfNAL ARROW (TYP) mD z 6" YELLW Z I / J-) I 6" WHITE I / 0700 1 I] W 76" WHO J 6" WHITE TE j W/R 24"x30" LU COLLIER COUNTY GROWTH �.... ABB FILE: DESIGNED BY. WHIPPOORWILL ggpp ig p / gy p" �g �gy q g p N0. DATE REVISIONS BY ..... GNOLI 12549 EFT WY fld1L��®®86 YV'1[LSYa LaLY (Z L°Al�fllfl➢�YaflslIl SHEET ■... 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LB 3664 and EB 3664 PLOTT.stb FILENAME STA. — 96+00.00 TO STA. — 100+00.00 O FDOT.s[b 12549 - SM � >' ` l~ S GN TO REMAIN _7REEN 1CJLE�/AR _ -W_P_U_Q_ I �1 __ _ --- -----------_ I I I O ly TO SE -EL -MOVED _ _ Imo) 99 I24" WHITE STOP BAR POSED TV-"�, — — — — — — — — — — — — 6" YELLOW 2-4 SKIP -T-r--r- ,� 6" WHITE DIR ECTIONAL ARROW (TYP) _ - - _ - _ -- - _ \ t` 6" WHITEtall" _ I i„ W+TE W R RPM'S _ \ - .�------ ----�-- -- -- .r----------_ O 0 `r 0 IF --6" YELLOW -2$5- `v 200 z 1'r 202 203 204 " WH / TE 2 4 S IP , MARBELLA LAKES DR 6" YELLOW Q W 6" 141HITE - -_ _ I " � YE OW 4 KIP- --------- _ _ ------------- - - - - --ej07OO �7 ------ - "Cyl - 24"x30" - - ---Q� -�OM7-3 11 78"x78" —— - - - - - - I R4-7 RE CAJE SIGN I . 2O I \ 0700 ] 71 / U UR \ I d1 A ROW RS-2 I 24"x24" 0700 1 11 I I I OVER 1 T I L I � I 6" WHITE ON MARBELLA I I I I LAKES DRI E r I 61 YELLOW I �'_DIRECTfONALI I I I I I ARROW (TYP) NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 288.5 SOUTH HORSESHOE DR NAPLES, FL 34104 ������ 11111AGNOLI ■■■■r ■■■■n7■��,�D� 00..-BkRBER& ■■■■■r ■■■■■■L ......, ■■■■■■'BRUNDAGE INC. Professional Engineers. Planners &Land Surveyors Col l ler County: 1400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12149 DESIGNED BY. EFT CONCEPT PJ�L ll \ S WHIPPOORWILL LN & MARBELLA LAKESCONNECTION giAKgDS DR yi®NNE CTI(®N SIGNING AND PAVEMENT MARKING MARBELLA LAKES DRIVE STA. — 200+00.00 TO STA. — 205+10.00 SHEET 25 OF 3p O PROJECT Na: 20-0112 DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - — — — — DATE: r REVIEWED BY REVIEWED - - - - PLOT YLE: PLOTT.stb FOOT.s[b FILENAME 12549 - SM 0 a II GREEN—t�ClftEVAR IF R W P.U.D. COMMITMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --PROPOSED—W—R/Wkz ------ -- -- —- ---------- -- + - - - - - - 18" YELLOW + p _ _ ]8" YELLOW - - - - - - - - - - - - - - - - - - -6" DOIIBLE YELLOW O N 6" WHITE - Y/Y RPM'S - - ry =7 6° DOUBLE rELLow "�6° DOUBLE YELLOW MARBELLA LAKES DR 6" DOUBLE YELLOW � W Y/Y RPM'S Y/Y RPM'S Y/Y RPM'S _ W Z- -I 2 - - - - - - - - - - - - - - - 6° WHITE - - - - - - - - - - - - - Z 2 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � R4_7 SIGN I TO REMAIN 24"x30" O OM1-3 TO BE REMOVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ig„Y40„- - - - - - - - - %� Ir = 1 0700 1 11 K�oo�> ii q �ocp D i N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 288.5 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■1 mmmm�AGNOLI ■.■■r ■■■■n ■■■■■.. MER & ■■■■■r ■■■■OL .....- �SIGNING uomBRUNDAGE INC. Professional Engineers. Planners &Land Surveyors Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 1zsa9 DESIGNED BY EFr CONCEPT PLANS WHIPPOORWILL LN c� Mi�ELLfg LAKES DR CONNECTION AND PAVEMENT MARKING MARBELLA LAKES DRIVE STA. — 205+10.00 TO STA. — 210+60.00 SHEET 26 3p O PROJECT No: 20-oI12 DRAWN BY: MB/GG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFTOF - - - - — — — — DATE: October2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILENAME 12549 - SM 0 v W11-2 36"x36" W11-2 II 36"x36" •� � W16-7PL 24"x12" 0700 1 11 0700 1 11 W16-7PL •� 24"x12" 0700 1 11 9 R1-2 0700 1 11 36"x36" R6-4 30"x24" PROPOSED 10'X 0' - -- -- -- T cnNT FASEM T -- PROPOSED 40' R/W ---,� R4- —24"730r - — — _ — — — — — — — — — — — — — — — — — _ _ — — — _ — — — 6" WHITE — — — — — — — — -2 3 "x36" — — — — — — — - OM1-3 6" WHITE 12" WHITE 07 0 1 11 18"x18" — — 2" NMITE 0700 1 11 . �Y — — DOTTED p 24" WHITE 6" WH 12" WH I TE O O 24" WH I TE " WH I TE CDC)MARBELLA LAKES DR 12" WHITE �. 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DATE REVISIONS BY COLLIER COUNTY GROVVFH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DI VI SI SE 2885 SOUTH HORSESHOE DR NAPLES, FL ,.34104 ■■■■■f "■■■AGNOLI ■■■■r u■■n ■■■■■' kRBER & ....... ....� "■■■"BRiTNDAGE, INC. ■■■■■■r Professional 740 veers, Planners N. & Land Surveyors Col er County: T400 Taniani Trai N. - Naples, FL - 34106 Certificate of Aut hori zat I on Nos. LB 3664 and EB 3664 AS B FILE: 12549 DESIGNED BY: EFT CONCEPT PJ�L lI \ S 1rN HIPPOOR WILL S '9 Q- MARBELLA WWII' MMV�' f✓L`Y Ck �(�§ Lt���+5 �j� (,'®NI`O��+G'TIlO1V MARBELLA LAKES DRIVE STA. - 210+60.00 TO STA. - 216+10.00 SHEET 27 O 38 PROJECT No: 20-0112 DRAM BY. MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFTOF - - - - — — — — DATE: October 2020 REVIEWFD BY: REVI E4 D — — — — PLOT STYLE: FDOT.stb FILENAME: 12549- SM 0 a II - _ R1W P.U.D. COMMITMENTS _ - - r _ _PROPOSED 10' R/W--,,,� _ _ _ - - _ PROPOSED 10 R/W=� 6" DOUBLE YELLOW Y/Y RPM'S O O O 6" YELLOW 6" DOUBLE YELLOW p + - MARB=AT�I= DR 6-WHITE — 6" DOUBL�� FJ105 Y/Y RPM'S � i 6" DOUBLE YELLOWG!L�IHITE_ 6" N Y/Y RPM'S N 6" YELLOW I �18�YE�LDW ——�LU — — — — — —_-- — — — — — — — TS" YELrtBW 7YELL Z— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R7 24"x3O" — — — . — — — — — — — — R4-7 — — — — — 24"x3O" 4 OMI-3 18"x 18" . 18"x 18" 0700 1 11 0700 ] 11 N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 288.5 SOUTH HORSESHOE DR NAPLES, FL 34104 ■■■■■1 mmmm�AGNOLI ■■..r ■■■■n ■■■■■■�1RBER & ■....r ■.....L .ENNEN,N uomBRUNDAGE INC. Professional Engineers. Planners &Land Surveyors Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108 Certificate Of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 1zsa9 DESIGNED BY EFr CONCEPT PLANS ��d��®®RW]ILL LN c� Mi�ELLfg LAKES DR CONNECTION N AND PAVEMENT MARKING MARBELLA LAKES DRIVE STA. — 216+10.00 TO STA. — 221+60.00 SHEET 28 3p O PROJECT No: 20-0112 DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFTOF - - - - — — — — DATE: October2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILENAME 12549 - SM I 6" YdLL011 0 6" YELLOW ]HIT Z 6" I J J 6" WHITE � I [-J R2-] O w ~ LU M 30"x36" 0700 1 ]] 0 R6-4 I � 1 30"x24" _ U) J 0700 1 7 — 1_2 — - I - 36'x36„— — O M 0 1 ]] - - - - _ - -�-- - - - - - - - - - - - - - _ - R1-2 I � ]2" WHITE 6"ATE _ DOTTED — — — — — — — — — — — — 0700 1111 6" WHITE 6" DOUBLE YELLOW O _ _ 6" DOUBLE YELLOW Y/Y RPM'S 6" WH O Y/Y RPM'S G WHHTE ITE p 18" YELLOW 6" YELLOW —tl" + - - - - - - - MARBELLA LAKES DR N — - - 2 6" YELLOW--""' 226 6" WHITE 227 22 W — — — — — — — — — — — — — — -- — 6" WHITE — — J -- -- -------- ----- ------------ -------- ----------------- ----- -- - -- R6-4 30"x24" R4-7 0700 1 ]] 24"x30" L. - - - - - - - - - - - - OM1-3 0700 1 11 N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 288.5 SOUTH HORSESHOE DR MAPLES, FL 34104 ■■■-1 �AGNOLI ■■■■r ■■■■n ----11, LRBER& ...... ......IN ■■u■■rBRUNDAGE INC. Professional Engineers. Planners & Land Surveyors Collier County: T400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS WHIPPOORWILL LLV c� MARBELLA �F �T g���g}� �� y�®N1V��TI(®1V LAKESCONNECTION N AND PAVEMENT MARKING MARBELLA LAKES DRIVE STA. — ZZ1+60.00 TO STA. — ZZ7+OO.00 SHEET 29 3p OO PROJECT No: 20-0112 DRAWN BY: MBIGG — — — — PLAN PLAN STAGE: CONCEPT CHECKED BY: EFTOF - - - - — — — — DATE: October REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILENAME 12549 - SM I I I I I I IOM1-3 I 18"x 18"'4 R4-7 24"x3O" I I _ I U1 6" WHITE II I I 0700 1 I I I Q I I I I I m 6" YELLOW II I I I 6" YELLOW Z I I I Q I R6-4 30"x24" I I 36" 36" II 0700 1 11 I R6-4 I I 0700 1 11 I N 30"x24" I I 0700 ] 11 R4-7 I 24"x3O" malA I OMI-3 II II 18"x 18" I / I 77 O O I 6" W ITE �� p I I I 12" WHITE ED — — — — — — — — — 6" WHITE — — — — — — — + 6" WHITE 18' PELLOVV J r 300 307WHIPPOORWILL LN Q p 2' 6" YELLOW W 6" WHITE I 6" DOUBLE YELLOW 6" WHITE 6" DOUBLE YELLOW = Y/Y RPM'S Y/Y RPM'S R2-1 U N 30"x36" Q R1_2 0700 1 11 I" WHITE I 0700 7 11 v' p _-- I 6" WHITE I - I I I I I I I I I I I I I i t I I I NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE �R NAPLES, FL 34104 ������ no0001F�AGNOLI ■■■■r ■■■■n NENE--RkRBER& ■■■■■■L :...."BRUNDAGE, INC. Professional Engineers. Planners & Land Surveyors Col ller County: 11001—larri Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 11141 DESIGNED BY. EFT CONCEPT PJ�L ll \ S WHIIPPOORW�ILL LN c& MA ELLA ,p g��+ CONNECTION LAKES g�lgp�g}� �� y�®NN��TJ(ON SIGNING AND PAVEMENT MARKINGof WHIPPOORWILL LANE STA. — 300+00.00 TO STA. — 304+10.00 SHEET 30 3p 8 PROJECT No: 20-0112 DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOTSTYLE: FDOT.s[b FILENAME 11549 - SM i i i i i i I � 1" = 40' I � TO BE REMOVED - — — — — — — — — — — — — — — — — — YELLOW — — — — O 6" DOUBLE YELLOW Y/Y RPM'S O + — — — — 18" YELLOW 6' WHITE — — — — — <� �> O 18" YELLOW w LU 6" YELLOW WHIPPOORWILL LN TO BE REMOVED = 6" DOUBLE YELLOW 6" DOUBLE YELLOW 6" DOUBLE YELLOW = U Q Y/Y RPM'S 6" WHITE-1Y/Y RPM'S Y/Y RPM'S / 6" DOUBLE YELLOW Y/Y RPM'S U Q � � • R4-7 — ------- --------- — \�-- — � / — I8"x 18 18"X 1 — 0700 1 11 `� 0 00 1 11 — — — — — — — — — — — — — — / i N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 ������ �����AGNOLI ■■■■r ■■■■n �������LRBER& ■■■■■r ■■■■■■L :::::::BRUNDAGE, INC. Professional Engineers. Planners & Land Surveyors Col ller County: ]400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS / gy p" �g �gy q g p xnygpp gg WILL WY flg1L��®®86 YYLL�La LaLY (Z L°Al�fllfl➢�YaflslIl q� ]� LAKES g�AKg}S DR CONNECTION AND PAVEMENT MARKINGOF WHIPPOORWILL LANE STA. — 3O4 FIO.00 TO STA. — 309+60.00 SHEET 31 3p OO PROJECT No: zo-oI12 DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFrSIGNING - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED - - - - PLOT STYLE: FDOT.stb FILENAME 12549 - SM 1" = 40' R1-2 R6-4 36"x36" 30"x24" 0700 1 11 R1-2 0700 1 11 36"x36" 0700 1 11 K W 360 W16-7PL �p 24"x12" — — — SD BE -REMOVED— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 070� 'r1 — — — — — — — — — — — — 6" WH I TE O O O p 6" YELL p O— — — — — — — — — — — — — — — — — — — — — — — - — 6" WH I TE— — - CD — — — — — — — — — 12" WH I TE 12" WH I TE — — — — — — — Cl) 'DOTTED M I Q 24" WHITE 1 Q ~ U) 6" WHITE 5" WHI ~ 07 I T E LU 6" YELLOW 6" YELLOW WHIPPOORWILL LN LU 24" WHITE - J U --- ��- -- ---- -- 6"WHITE— U Q W 6" H I TE 12" VVH1 12" WHITE Q WHITE . R6-4 22„2 DOTTE 30"x24" -1 I 2'- 2 ' D — — — — 302x-24 L — — — — — I— — — — • 36"x36" — — — — — — / \ I 0700 1 11 W16-7PL / I I 6 ITEi I \IISTOP 24"x12" 0700 J11 L 24"x30" I I I YED R1-2 _/ — II I I 36"x36" TO BE REMOVED 18"x18" 0700 1 1 1 L' III I I I 0700 1 11 z TO BE REMOVED „J,,,,, • 12 E p 4"SIT II "WHIT LL 1 �I 36"x36" JJ Q �E W16-7PL 6"1 WH I I 24"x12" I I 0700 1 11 I I I I I W11-2 • I I 6" WH I tE 6" YELLOW I 6" YELLOW I I W1636PL I I 24"x12" J10700 1 11 NO. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING NG DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL ,.34104 �....r IAGNOLI ■...r u..n """1RBER & "NN........B EN, NDAGE, INC. M.of ess Prof e, oval 740 nears, PI anI N. & Land Surveyors Col er County: T400 Tani ani Trai N. - Napl as, FL - 34108 Certificate of Aut hori at I on Nos. LB 3664 and EB 3664 AS B FILE: 12549 DESIGNED BY: EFT CONCEPT PLANS NN HIPPOOR WILL S '9 Q- MA, ELLA WWII' MMV�' f✓L`Y Ck �(�§ �y g� p p� CONNECTION ge gys� y gy� q ®N1V��T�O1Y LAKES WH I PPOORWI LL LANE STA. - 309+60.00 TO STA. - 31 5J+1 0.00 SHEET 32 OF O 38 PROJECT No: 20-0112 DROWN BV MBfGG PAN STAGE: CONCEPT CHECKED BY EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT STYLE: FDOT.stb FILE NAME: 12549- SM 1" = 40' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6— — — — — " YELLOW -- -- -- -- — -- -- -- -- -- -- —�6'-10') 6" WHITE O - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — + Ln------ ti — — — — — — — — — — — — — — — — — — — — N 6" YELLOW ——�0-------- W WHIPPOORWILL — — — — — — — — — — — — LN 6" WHITE YELLOW LU z 6" YELLOW 6" W/R RPM'S z J — — — (6'-10') J = — — — — 6" WHITE 12" WHITE _ U- — — — — — — — — — — — — — — — — — — — — — — U I_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DIRECTIONAL ARROW(TYP)— — R4-7 I rSTO(P 24"x30„ S I ��� EMAIN I I 18"x 18" Q ' h 0700 1 11S<> I' N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 �.... ..... GNOLI ■■■■r ■■■■n ■■■■■r 0...... LRBER& ■■■■■■L MENNEN:BRUNDAGE, INC. Professional Engineers. Planners & Land Surveyors Col ller County: 7400 Tamiami Trail N. - Naples, FL - 34108 Certificate Of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS p / p" �g �gy q p WHI gg WILL WY flgll��®®eI YV'1[LSYa LaN (z L°Al�fllfl➢�Ya�lIl LAKES DR CONNECTION AND PAVEMENT MARKING WHIPPOORWILL LANE STA. — 315+10.00 TO STA. — 320+60.00 SHEET 33 OF 3 p O PROJECT No: 20-0I12 DRAWN BY: MB/GG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFrSIGNING - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED - - - - PLOT STYLE: FDOT.stb FILENAME 12549 - SM 1" = 40' Iw�MI 6" YELLOW a- J (6'-10') DIRECTIONAL ARROW (TYP) DIRECTIONAL ARROW (TYP) SIGN TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — O -- -- -- -- -- -- -- -- -- O O — -- —6„WHITE-- -- -- -- O O 6„WHITE W/RRPM'S --- ---------------- O - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + �o — Z z WHIPPOORWILL LN z J � J I 6" YELLOW 6" WHITE - — — — — — — — — — — — — — — — — - Q Q W11-2 36"x36" 24"x30" L O � 24"x12" ]] SMx 18" 0700 ] 1] 0700 ] ]] N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLE$, FL 34104 ������ �AGNOLI ■■■■r ■■■■n ENNEENEE 1RBER& ■■■■■r ■■■■■■L :::::::BRUNDAGE, INC. Professional Engineers. Planners & Land SUr Veyors Collier County: ]400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY. EFT CONCEPT PLANS WHIPPOORWILL LN c& MA ELLA giAKgDS DR yi®NNECTJ(ON LAKESCONNECTION SIGNING AND PAVEMENT MARKING WHIPPOORWILL LANE STA. — 320F6O.00 TO STA. — 326� IO.00 SHEET 34 OF O 3 p PROJECT Na: zo-OI1z DRAWN BY: MBIGG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFT - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED - - - - PLOTSTYLE: FOOT. s[b FILENAME 12549 - SM REMOVE SIGN W11-2 36"x36" �dOlS�' W16-7PL 24"x12" RI-2 0700 1 11 36"x36" W 11-2 R6-4 0700 1 ] ] • 36"x36" 30"x24 400w W]6-7PL 0700 1 1 24"x 12" 1" = 40' 0700 1 11 • male — L Q II I� 6' W IT WI]-2 12"Y HI E 12" WHI E 36"x36" 4' H T E 24" Y W H T E I 4 W76-7PL 6" I YE LOW J I 30"x24" R1-2 24"x12° I 0700 1 7 ] I Q 0700 ] 11 36"x36" I 0700 1 1] I Q EI'AOVE IG I 6" YEL W • W16-7PL T 24"x12" 6" WHITE O p _ _ — — 0700 1 17 TO BE REMOVED O 6YIELOW 6"YELLO 241--W F — — -- — - — — — — — — -- — -- -- -- -- -- O cs / 6" ITE " WHITE 18" YELLOW �p N— 12" VV WT E 2�-2' DOTTED 6" YELLOW — — — M — — _ — _ — M 12" WHITE - M 6" YE 3 328 329 330 1 Q WHITE TAED I Q 6„ 12" WHITE U-) Z `6" YEL HITE� '*"--6" YELLOW WHIPPOORWILL LN z — 2 — 12" W IT 6" YECLOW 24" WHITE ------- -- ---- ---- 6" DOUBLE YELLO ---- — — — — — — — — — — — — —� = T oTTED 6" WHITE/ — — — — — -------WFRT1---------- Y/Y ---------------- I— Q 4 ITE 2„W 61, LOW R6-4 00 W11-2 • SIGN TOO REMAIN I R4-7 Q R1-2 1 I 0700 1 71 36"x36" � W16-7PL r Y Ln � mO Y 24"x3O" OMI-3 • 36"x36" 12" W IT 24"x12" — 31 I8"x18" 0700 1 11 1 10700 1 11 0700 ] ]] REMOVE SIGN 12" WHI E Z " TE 'STOP) 6" YELL W 30"x24"36" x 0700 ] 11 � � I I 0700 161 ] 0 6" WHI Z 6" JHITE IE W11-2 I • I 36"x36" 24"x12" 36"x36" W16-7PL 0700 1 11 I 24"x 12" • I I I 0700 1 ] 1 I N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 �.... ..... GNOLI ■■■■r ■■■■n 011-1,LRBER& ...... ::::omill, NDAGE, INC. Professional Engineers. Planners & Land Surveyors Col l ler County: ]400 Tamiami Trail N. - Naples, FL - 34108 Certificate of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS ��dPP®0R1�]ILL LN c� Mid ELLfg LAKES DR CONNECTION AND PAVEMENT MARKINGOF WHIPPOORWILL LANE STA. — 326 FIO.00 TO STA. — 33I �60.00 SHEET 35 3p OO PROJECT No: 20-0112 DRAWN BY: MBIGG — — — — PLAN PLAN STAGE: CONCEPT CHECKED BY: EFTSIGNING - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOT,"" FDOT.s[b FILENAME 12549 - SM ]" = 40' W zo 00 Q= oW z o� 24" WHITE STOP BAR Q Q 24" WHITE STOj DIRECTIONAL ARROW (TYP) SIGN TO REMAIN SIGN TO REM O W6"_DOUBLE U 12" WHITE YELLOW - - -- - - 4 -- 6" DOUBLE YELLOW I \ 6" WHITE + Y/Y RPM'S �dOlS12"WHITE / --'-WHTTE--- �� ---------�-_- ry)-- 6"WHITE i ----------- d01S �, - — — - — -- — — — _ — 336 337 _ W WHIPPOORWILL LN 6" DOUBLE YELLOW 6" DOUBLE YELLOW W z Y/Y RPM'S Y RPM'S z J J = 6" WHITE 18" YELLOW = U- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ N0. NO. DATE REVISIONS BY COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR NAPLES, FL 34104 ������ ..... GNOLI ■... ■■■■n ....... LRBER& ■ommimOL so so:BRUNDAGE, INC. Professional Engineers. Planners & Land Survey O rs Col ller County: ]400 Tamiami Trail N. - Naples, FL - 34108 Certificate Of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY. EFT CONCEPT PLANS WHIPPOORWILL LN c& MAIBELLA LAKESCONNECTION giAKgDS DR y ®NNECT (ON AND PAVEMENT MARKING WHIPPOORWILL LANE STA. — 331+60.00 TO STA. — 337+10.00 SHEET 36 OF O 3 p PROJE20-oCT No: DRAWN BY: MB/GG — — — — PLAN STAGE: ANSTz CONCEPT CHECKED BY: EFrSIGNING - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED - - - - PLOT STYLE: FDOT.stb FILENAME 12549 - SM 1" = 40' z � �L 0 24" WHITE STOP BAR O O — — — — — — 6" DOUBLE YELLOW _ / — — / — DIRECTIONAL ARROW7TY� � Y/Y RPM'S 12" WHITE 6" WHITE / / / 6" WHITE + M _ 6" YELLOW —�------------ ----- 6„WHITE — — — — — — —-------� // W/RRPM'S � f1 — — — — — — — — — — — — rl 18" YELLOW V1 6" YELLOW V1 W — — — — — — �6,-10') — — — W J DIRECTIONAL ARROW (TYP) WHIPPOORWILL LN 6" DOUBLE YELLOW z W6R RPM'S Y/Y RPM'S J _ 2 12"WHITE 6" WHITE — — — — — — — — — — — — — — — R4-7 6" WHITE R4-7 SIGN TO REMAIN 24"x30" 24"x30" 1 . OM1-3 <: OM]-3 Q I 1$"x 18" 18"x 18" I I 0700 1 11 0700 111 I I 'STOP) LU Ln �� I� L- SVGN TO REMAIN I i I I � I I l l I �J I I N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 �.... ..... GNOLI ■■■■r ■■■■n ■■■■■■ MBER & ■■■■■r ■■■■■■L MENNEN:BRUNDAGE, INC. Professional Engineers. Planners & Land Surveyors Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108 Certificate Of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS p / p" �g �gy q p WHI gg WILL WY flgll��®®eI YV'1[LSYa LaN (z L°A�fllfl➢�Ya�lIl LAKES DR CONNECTION AND PAVEMENT MARKING WHIPPOORWILL LANE STA. — 337+10.00 TO STA. — 342+60.00 SHEET 37 OF 3p O PROJECT No: 20-0I12 DRAWN BY: MB/GG — — — — PLAN STAGE: CONCEPT CHECKED BY: EFTSIGNING - - - - — — — — DATE: October2020 REVIEWED BY: REVIEWED - - - - PLOT STYLE: FDOT.stb FILENAME 12549 - SM i III SIGN TO REMAIN Z II Q I R4-7 24"x3O"dOi 11 Ln z 18"x 18" t . 0700 1 II I in cy) Q 0 LJ I o— — — — — — — - — — — — — — — — — — — — — — — — — — — — —----- �p --------N - — — — — — — — — — — — --SIGN TO REMAIN ---- — \ — — — — — — — — — — — — — — 6" WHITE — — M 6" WHITE DIRECTIONAL ARROW (TYP) 346 346 — LLB 6" YELLOW 6" WHITE r WHIPPOORWILL LN W/R RPM'S Z — — — — — ME 6" YELLOW 6" DOUBLE YELLOW (6'-10') Y/Y RPM'S / f' ---- --- — ----------- �T -------- — ------ -- —_—_-- ----6„WHITE — _ _—_--6„WHITE SIGN TO REMAIN VV)) V) 24"x3O" �� �� 12" WHITE OMI-3 I8"x18" I � m I �Cyl Q U m � Q= m ,�- �STOP� 0700 I I I LU W Q QD SIGN TO REMAIN Lu LU W N0. DATE REVISIONS BY COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT TRANSPORTATION ENGINEERING DIVISION 2885 SOUTH HORSESHOE DR MAPLES, FL 34104 �.... ..... GNOLI ■■■■r ■■■■n ■■■■■r �...... LRBER& ■■■■OL :......BENNEN,RUNDAGE, INC. Professional Engineers. Planners & Land Surveyors Col ller County: 7400 Tamiami Trail N. - Naples, FL - 34108 Certificate Of Authorization Nos. LB 3664 and EB 3664 ABB FILE: 12549 DESIGNED BY EFT CONCEPT PLANS p / p" �g �gy q p WHI gg WILL WY flgll��®®eI YV'1[LSYa LaN (z L°Al�fllfl➢�Ya�lIl LAKES DR CONNECTION AND PAVEMENT MARKING WHIPPOORWILL LANE STA. — 342+60.00 TO STA. — 346+15.56 SHEET 38 OF 3 8 PROJECT No: DRAWN BY: MB/GG — — — — PLAN STAGE: ANSTz CONCEPT CHECKED BY: EFTSIGNING - - - - — — — — DATE: October 2020 REVIEWED BY: REVIEWED — — — — PLOTsiYLE: FDOT.stb FILENAME 12549 - SM CONSTRUCTION CONTRACT No. 2014-OOIP L-Y VYNGL5 TON 1;' OA D & MA l"B ELLA LA KE S Dl" I Vj, INDEX OF SIGNALIZATION PLANS SHEET NO. SHEET DESCRIPTION T-I KEY SHEET T-2 TABULATION OF QUANTITIES T-3 PAY ITEM NOTES AND CONTACT INFORMATION T-4 GENERAL NOT-5 T-5 SIGNALIZATION PLAN T-6 MAST ARM TABUILATI(9N T-7 GUIDE SIGN SHEET PLANS PREPARED FOR: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3327 TAMIAMI TRAIL EAST NAPLES FL 34112 GOVERNING STANDARDS INCLUDES COLLIER COUNTY TRAFFIC OPERATIONS ROADWAY LIGHTING "TECHNICAL SPECIAL PROVISIONS" DATED AUGUST, 2020. GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2020-21 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs). Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans APPLICABLE IRs: (NONE) Standard Plans for Bridge Construction are included in the Structures Plans Component GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, July 2020 Standard Specifications for Road and Bridge Construction at the following website: http://www.fdot.govlprogrammanagementlImplementedISpecBooks R 25 E R 26 E KEY SHEET REVISIONS DATE DESCRIPTION 0 1 2 Miles .ACH URNE - OA PIERCE WEST PALM BEACH FT LAUDERDALE MIAMI SIGNAL SHOP DRAWINGS TO BE SUBMITTED TO: TREBILCOCK CONSULTING SOLUTIONS PA 2800 DAVIS BLVD, SUIT 200, NAPLES, FL 34104. PLANS PREPARED BY: TPODIICDCR aiannino-enaineerinu TREBILCOCK CONSULTING SOLUTIONS PA 2800 DAVIS BLVD SUITE 200 NAPLES FL 34104 CERTIFICATE OF AUTHORIZATION No. 27796 PHONE: 239 566 9551 FAX: 239 566 9553 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. PLANS ISSUED FOR 100% SUBMITTAL: 09.08.20 SIGNAL PLANS ENGINEER OF RECORD: NORMAN J. TREBILCOCK PE AICP PE No. 47116 Miguel 91812020 10.40:40 A14 S:AProposalsVPublic SectorVCounty_Collier\2020A20-7735 Whippoorwill Lane D-B_sub to QE TA B ULA T ION OF Q Uhl NTII TIIES PAY ITEM NO. DESCRIPTION UNIT SHEET NUMBERS TOTAL SHEET THIS GRAND TOTAL REF. SHEET T 5 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 80 80 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 206 206 632-7-1 SIGNAL CABLE, - NEW OR RECONSTRUCTED INTERSECTION, F & I PI 1 1 635-2-11 PULL & SPLICE BOX, F & I, 13"X24" COVER SIZE EA 4 4 639-1-121 ELECTRICAL POWER SERVICE, F & 1, UNDERGROUND, METER AS 1 1 FURNISHED BY POWER COMPANY 639-2-1 ELECTRICAL SERVICE WIRE, F & 1 LF 500 500 639-3-12 ELECTRICAL SERVICE DISCONNECT, F & I, CABINET EA 1 1 649-21-10 STEEL MAST ARM ASSEMBLY, F & 1, SINGLE ARM 60' EA 3 3 650-1-14 TRAFFIC SIGNAL 12" STD, F & 1, ALUMINUM, 3 SECTION AS 7 7 1 WAY (LED TYPE) 650-1-16 TRAFFIC SIGNAL 12" STD, F & I, ALUMINUM, 4 SECTION AS 3 3 1 WAY (LED TYPE) 650-1-18 TRAFFIC SIGNAL 12" STD, F & I, ALUMINUM, 5 SECTION STRAIGHT AS I I 1 WAY (LED TYPE) 653-1-11 PEDESTRIAN SIGNAL, F &, LED COUNTDOWN, 1 WAY AS 2 2 660-3-11 VEHICLE DETECTION SYSTEM -MICROWAVE, F & 1, CABINET EA 1 1 EQUIPMENT 660-4-12 VEHICLE DETECTION SYSTEM - VIDEO, F & 1, ABOVE GROUND EA 1 1 EQUIPMENT 670-5-110 TRAFFIC CONTROLLER ASSEMBLY F & 1, NEMA AS 1 1 680-1-112 SYSTEM CONTROL EQUIPMENT, F & 1, ADAPTIVE SYSTEM CONTROL EA 1 1 SYSTEM -NEMA, CABINET EQUIPMENT 684-6-13 WIRELESS COMMUNICATION DEVICE, F & 1, SERIAL DATA UNIT EA 1 1 6B5-1-14 UNINTERRUPTIBLE POWER SOURCE, F & 1, ONLINE/DOUBLE EA 1 1 CONVERSION WITH CABINET 700-3-101 SIGN, PANEL, F & I, GROUND MOUNT, UP TO 12 SF EA 2 2 700-3-201 SIGN, PANEL, F & I, OVERHEAD MOUNT, UP TO 12 SF EA 4 4 700-5-22 INTERNALLY ILLUMINATED SIGNS, F & 1, 12 - 18 SF EA 3 3 715-5-32 LUMINA/RE AND BRACKET ARM-GALV STEEL F & 1, NEW LUMINAIRE EA 3 3 AND ARM ON NEW SIGNAL POLE NORMAN TREB/LCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.08.20 R E V I S 10 N S TrebilcocK . p la � �i nl • era i rleeriMr 2B00 0AVlS BL VU SUITE 200 NAPLES FL 34104 LIVINGSTON ROAD & MARBELLA LAKES DRIVE SICNALIZATTONPLAN 7� y yam/ 7��/ I /� JL'lL JL lLllsqS TABULATION OF QUANTITIES SHEET N0. DATE BY DESCRIPTION DATE BY DESCRIPTION ROAD NO. COUNTY FINANCIAL PROJECT ID COLLIER Miguel 918/2020 6:46:39 PM S:\Proposals\Public Sector\Douny_Cotller\2020\20-7735 Whippoorwill Lane D-B_sub to QE_05-06-, P6 P6 P6 oaa O O ❑l El El El El 6R �7 �7 4R PED. SIGNAL � ®R ff—TV1� 0�SY EFY �G GPM Rj S� -F� - Gj ER- EY- EG- 0001 COUNT -DOWN PUSH BUTTON 1-SECT., 1-WAY PUSH BUTTON 4-SECT., 1-WAY 3-SECT., 1-WAY 4-SECT., 7-WAY 4-SECT., 1-WAY 3-SECT., 1-WAY 5-SECT., 1-WAY FOR FOR 1 AS 6 AS 1 AS 1 AS 1 AS 1 AS 2 AS 650-1-16 1 650-1-14 650-1-16 1 650-1-16 650-1-14 650-1-18 653-1-11�— RIO-O3R RIO-03L S.O.P. 9 MODIFIED PED PED DETECTOR DETECTOR SIGN (A) SIGN (B) SIGN SIGN I EA I EA Livingston Rd Marbella Lakes Dr or 630-2-]] 80 LF P=40' P 6 700-2-12 U EA) 700-2-12 (2 EA) VIDEO DETECTION CAMERA 635-2-]] 4 EA PHASE 1 PHASE 3 PHASE 4 SIGNAL PULL BOX ❑ P 6 E � SIGN (B) PHASE 2 SIGN (C) POLE 1 ] _ _ _ — POLE 2 6�' ARM 24" SOLID WHITE 44 LF U - TURN ------------------ --- — —�------------- — — — — — — — — — — — — — — — — — — — — — — — IT 7 7 4R YIELD ON FPL LED LIGHT FIXTURE TF I OI OS TF 5 FLASHING — — SIGN (E) SIGN (A) YELLOW LIVINGSTON ROAD 0 VIDEO -REFECTION — ARROW g CAMERA TF 2 O © TF 6 SIGN (C) ¢ — FTP-85-13 U (I EA) I eSIGN (D) 120 LF 5 TF 3 ®+O7 ® �� DIRECTIONALARROW LEFT TURN -- ________= 75'R — YIELD ON 6VIDEO DETECTION GENERAL NOTES: FLASHING75 R CAMERA YELLOW 24" SOLID WHITE 56 LF 2© I_SIGN (B)]. MAJOR STREET IS (LIVINGSTON ROAD) ARROW FPL LED LIGHT FIXTURE MINOR STREET IS MARABELLA LAKES DRIVE. FTP-85-13 L (l EA) — — — —— — 12" SOLID WHITE � SIGN (F) 142LF SIGN(G)2. SIGNAL OPERATING PLAN TO BE USED AS GN (H) / 1 � 6R — — — — — SHOWN IN SIGNALIZATION PLANS. SIGN (E) — — � oe° P6 DIRECTIONAL ARROW SIGN (H) P6 l _ 3. INSTALL CONTROLLER AND CABINET TYPE — — — — — — — — — PER MOST RECENT COLLIER COUNTY 3 POLE 3 639-1-121 1 AS PED SIGNAL 24" S D WHITE I I 639-2-1 500 LF TECHNICAL SPECIALPROVISIONS. SIGNAL PULL BOX (TYP) �22 L 639-3-12 1 EA I P SIGNAL 649-21-10 3 EA 4. BACKPLATES SHALL BE INSTALLED IN ALL R03-04 (l EA) DIRECTIONS. - — — 650-1- 7 AS SIGN (F) ROW LINE—7— I 63 -2-12 86 F ' ' 650-1-18 3 AS 650-]-18 ] AS 5. SIGN DETAILS ARE PROVIDED ON GUIDE SIGN n ' 653-1-11 2 AS WORKSHEET. RIGHT TURN 24" SOLI WHI E YIELD ON m ` 11 F i 660-3-11 1 EA 6. THE CONTRACTOR SHALL FIELD VERIFY UTILITY n , 1 l 660-4-72 3 EA LOCATIONS PRIOR TO ORDERING MAST ARM FLASHING I i ' 670-5-110 1 AS / ASSEMBLIES. IF UNDERGROUND UTILITIES PREVENT YELLOW i i 680-1-112 1 EA THE LOCATIONS OF POLE FOUNDATIONS AS SHOWN ARROW 684-6-13 1 EA D So NAL i i IN THE PLANS, THE CONTRACTOR SHALL NOTIFY 685-1-14 1 EA FTP-85-13 R (I EA) A ROWS TYP) THE PROJECT ENGINEER AND UTILITY OWNER TO I I l i 715-5-32 1EA ROW LINE SCHEDULE APPROPRIATE RELOCATION WORK AT THEIR EXPENSE. PAVEMENT MESSAGE 7. POSTED SPEED IS 45 MPH ON LIVINGSTON ROAD NORMAN TREBILCOCK, AICP9 PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR l00% SUBMITTAL: 09.08.20 REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTION LIVINGSTON ROAD & LAKES DRIVE SHEET j Tredi�cocK SIGNALIZATION ION PLAN NO. ROAD NO. COUNTY FINANCIAL PROJECT /D S'1L GNA L IZA 1L °lL ®N PLAN ufannin u enuineerini T 5 COLLIER — — — 1800 DAVIS BL VD SUITE 200 NAPLES FL 34104 Mlouel 91812020 6:41:01 PM S:Wr000sals\Public Se tor\Counlv_Colllen\2020\20-7735 WWDDoor 111 Lane D-Bsut to QE_05-06-. SIGN NAME a jQTY 12 SIGN NUMBIR STATION(S SIGN (A) Tw Yl IT Livingston Rd PANEL BORDER none WIDTH 8'-0" WIDTH 1 1" HEIGHT 2'-0" 1 RADII 1 3" LEGEND White I COLOR White COLOR Green SYMBOL(S) ANGLE X Y WID H SICK NUMBER NUMBER OE POSES CLEARANCE Edge UI Lane COLUMN SIZE AVERAGE IEON NO, OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE �-T 'JO_TAGE COPY L v1 1 n Cl s t o R d L SPACE 9 1 16.7 1 20.6 1 29.1 1 33.9 41.6 49.2 56.2 62.2 1 70.1 1 80.4 84.4 78 COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY SPACE SIGN NAME OTY SIGNNUM STATION S PANEL BORDER WIDTH WIDTH HEIGHT RADII LEGEND COLOR COLOR SYMBOL(S) ANGLE X Y WID HI SIGN NUMBER NUMBER Of POSTS CLEARANCE EdV 0 Lone COI UMV SIl- AVERAGE IEON NO, OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE e _T VC_TlG__ COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY SPACE REVISIONS SIGN NAME B QTY 1 1 N"" (JMBFPANEL STATION(S) SIGN (B) a Ma rbel I a Lakes °ry BORDER none WIDTH 1o'-0- WIDTH 1" HEIGHT 2'—o" RADII 3" LEGEND White COLOR White COLOR Green SYMBOL(S) ANGLE X Y WID HT SIGN NUMBER NUMBER UE POSTS CIFAFANCE Edge ne U U COLUMN SIZE AVERAGE LNGTII NO.OFLIGHTFIXTURES 1R9URE SPACING PHOTOMETRIC CURVE MATT VOLTAGE COPY M a r b I a I I L I k e s D I r I I L SPACE 1 4.6 14 22.5 28.4 35.5 43.2 1 48 52.1 57.4 1 6L4 68.4 76.8 83.9 90.8 1 101 1105.5 1 Il 029 COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY SPACE SIGN NAME OlY STATION(s) PANEL BORDER WIDTH WIDTH HEIGHT RADII LEGEND COLOR COLOR SYMBOL(S) ANGLE X Y WID HT SIGN NUMBER NUMBER O F POSTS CLEARANCE Ek, OL Lme COLUMN SIZE AVERAGE LENGTH NO.OFLIGHTFIXTURES FIXTURE SPACING PHOTOMETRIC CURVE -T VOLTAGE COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY SPACE COPY roc rcp SPACE FEI TPODUCOCK plal�inl•e�ai!lerilr LIVINGSTON ROAD & MARBELLA LAKES DRIVE SIGNALIZATION PLAN ROAD NO. COUNTY I FINANCIAL PROJECT ID COLLIER I - - - NORMAN TREB/LCOCK, AICP, PE No. 47/16 rIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR /00/. SUBMITTAL: 09.08.20 MUM 7rl.A llp SHEET NO. T-7 I0:48:02 AM to QE_05-06—. CONSTRUCTION CONTRACT No. 2014-OOIP i i1 /I /r'Ir'O(///" T i11_ I_ LANE & ► l 'l I" '1 lip I, I_ I_ '1 LAKES DR -A S TREE f LIGHTING INDEX OF LIGHTING PLANS SHEET NO. SHEET DESCRIPTION L-I KEY SHEET L-2 TABULATION OF QUANTITIES L-3 FIXTURE SCHEDULE & NOTES L-4 POLE DATA AND LEGEN'D L-5 TO L-10 LIGHTING PLANS PLANS PREPARED FOR: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3327 TAMIAMI TRAIL EAST NAPLES FL 34112 GOVERNING STANDARDS INCLUDES COLLIER COUNTY TRAFFIC OPERATIONS ROADWAY LIGHTING "TECHNICAL SPECIAL PROVISIONS" DATED DECEMBER 21, 2018. GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2020-21 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs). Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans APPLICABLE IRs: (NONE) Standard Plans for Bridge Construction are included in the Structures Plans Component GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, July 2020 Standard Specifications for Road and Bridge Construction at the following website: http://www.fdot.govlprogrammanagementlImplementedISpecBooks BEGIN PROJECT R 25 E R 26 E KEY SHEET REVISIONS DATE DESCRIPTION 09.30.20 NEW BASE. 10.05.20 EXIST. POLES AND NEW POLES AT ROUNDABOUTS. 0 1 2 Miles .ACH URNE - OA PIERCE WEST PALM BEACH FT LAUDERDALE MIAMI LIGHTING SHOP DRAWINGS TO BE SUBMITTED TO: TREBILCOCK CONSULTING SOLUTIONS PA 2800 DAVIS BLVD, SUIT 200, NAPLES, FL 34104. PLANS PREPARED BY: n%oTPOD11COCH aiannino-enaineerinu TREBILCOCK CONSULTING SOLUTIONS PA 2800 DAVIS BLVD SUITE 200 NAPLES FL 34104 CERTIFICATE OF AUTHORIZATION No. 27796 PHONE: 239 566 9551 FAX: 239 566 9553 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. PLANS ISSUED FOR 100% SUBMITTAL: 09.18.20 LIGHTING PLANS ENGINEER OF RECORD: NORMAN J. TREBILCOCK PE AICP PE No. 47116 Miguel 101512020 3:16,30 PM S:AProposalsVPublic SectorVCounty_Collier\2020\20-7735 Whippoorwill Lane D-B_sub to QE 09.30.20 1 MD 10.05.20 MD LIGHTING FIXTURE SCHEDULE ORDER INFORMATION MANUFACTURER QTY LUMINA/RE CATALOG NUMBER VOLTAGE MOUNTING REMARKS A AMER/CAN 20 ATB2 40BLEDEIO R4 4K ELECTRIC LIGHTING MVOLT POLE FPL LED FIXTURE ON DIRECT BURY CONCRETE POLE AT 22.5' FT MH C AMERICAN l0 ATB2 40BLEDEIO R4 4K MVOLT POLE FPL LED FIXTURE ON DIRECT BURY EXISTING CONCRETE POLE AT 22.5' FT MH ELECTRIC LIGHTING LEGEND 0—AW OA NEW POLE 0—O OC EXISTING POLE TO REMAIN * OR EQUAL PER ALTERNATIVE MANUFACTURER GENERAL ELECTRICAL NOTES: I. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES GOVERNING ELECTRICAL SYSTEMS. 2. FPL WILL BE INSTALLING THE LIGHTING SYSTEM. REVISIONS DESCRIPTION DATE BY DESCRIPTION NEW BASE TPODUCOCK EXIST. POLES AND NEW POLES AT ROUNDABOUTS 10 pla��inl e�airteeriMr LIGHT FIXTURE NOT TO SCALE WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING ROAD NO. COUNTY FINANCIAL PROJECT ID COLLIER I — — — NORMAN TREB/LCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR l00/. SUBMITTAL: 09.18.20 SHEET FIXTURE SCHEDULE NO. 1L11AND NOTES L-2 o — — — — - 0 + O ti ❑ Ln ❑ 11 ---- Q 0 z " �0 00 201 00 2o24-nn 203+ 2 5+00 20b407----- J O MARABELLA LAKES DRIVE C 0 Ln I I -_-_-----_ ❑ LU ----- LU U1 W _rUl--------- 210+00 +00 213+00 J MARABELLA LAKES DRIVE v Q ❑E C C NORMAN TREBILCOCK, AICP, PE No. 47116 NORMAN TREBILCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR l00/. SUBMITTAL: 09.18.20 R E V I S 10 N S TrebilcocK 0ROAD WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING SHEET NO. DATE BY DESCRIPTION DATE BY DESCRIPTION 09.30.20 MD NEW BASE 10.05.20 MD EXIST. POLES AND NEW POLES AT LIGHTING PLAN NO. COUNTY FINANCIAL PROJECT ID ROUNDABOUTS planning enaiNeeriMp L-5 COLLIER — — — 2B00 0AVlS BL VU SUITE 200 NAPLES FL 34104 Miguel 1015/2020 3:31:11 PM S:\f1roposa1s\f1ub1ic Sector\Counly_Colller\2020\20-7735 Whippoorwill Lone D-B-sub to QE_05-06-. o L J W W W 217+00 218+00 Q � � A MATCH LINE SHEET L-7 o 0 + ff I o M/ I 1 0 - - ---- MARABELLA LAKES DRIVE ------------ A - --------- - - - — -222+ - 223+00 24+00----------- -- ---- 2 NORMAN TREBILCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.18.20 R E V I S 10 N S TrebilcocK 0ROAD WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING SHEET NO. DATE BY DESCRIPTION DATE BY DESCRIPTION 09.30.20 MD NEW BASE 10.05.20 MD EXIST. POLES AND NEW POLES AT LIGHTING PLAN NO. COUNTY FINANCIAL PROJECT ID ROUNDABOUTS planning enaiNeeriMp L-6 COLLIER - - - 2B00 OAVIS BL VO SUITE 200 NAPLES FL 34104 Miguel 1015/2020 3:45:28 PM S:\f1roposa1s\f1ub1ic Sector\Counly_Colller\2020\20-7735 Whippoorwill Lone D—B_sub to QE_05-06—. tj 1=50' 10 J — W W Un 3 +UU 304+00 3 --- ------------------ -- Uj z--- ---- (PROPOSED) WHIPPOORWILL LANEzi J _---- --- Q 1=50' J ! W ----- W pnq— _ 312+00 313+00_ - v� ❑i ° ° — — � z r --------------------- WHIPPOORWILL LANE J U Q A A 92 NORMAN TREBILCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.18.20 R E V I S 10 N S TrebilcocK 0ROUNDABOUTS WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING SHEET NO. DATE BY DESCRIPTION DATE BY DESCRIPTION 09.30.20 MD NEW BASE 10.05.20 MD EXIST. POLES AND NEW POLES AT LIGHTING p LAN ROAD NO. COUNTY FINANCIAL PROJECT ID planning enaiNeeriM� 7 COLLIER — — — L 2800 DAVIS BL VD SUITE 200 NAPLES FL 34104 Miguel 1015/2020 3:50:02 PM S:\f1roposa1s\f1ub1ic Sector\Counly_Colller\2020\20-7735 Whippoorwill Lone D-B-sub to QE_05-06-. 1=50' 'I J �I W LU WHIPPOORWILL LANE w 16400 z 320+00 321+00 322+00 J U W z Q J Q O Q Q � 1=50' O ~ v O J Q IJ - IW LU WHIPPOORWILL LANE = _- 327 ;—___ 328+00 329+00 W z WHJ PPOORWILL LANE = IQ-) Q O O-- O O NORMAN TREBILCOCK, AICP, PE No. 47116 z TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.18.20 R E V I S 10 N S TrebilcocK 0ROAD WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING SHEET NO. DATE BY DESCRIPTION DATE BY DESCRIPTION 09.30.20 MD NEW BASE NO. COUNTY FINANCIAL PROJECT ID 10.05.20 MD EXIST. POLES AND NEW POLES AT LIGHTING PLAN COLLIER — — — ROUNDABOUTS planninl enaiNeeriMp L-8 2B00 OAVIS BL VO SUITE 200 NAPLES FL 34104 Miguel 1015/2020 3:52:48 PM S:\f1roposa1s\f1ub1ic Sector\Counly_Colller\2020\20-7735 Whippoorwill Lone D-B-sub to QE_05-06-. 1=50' Q w JI o 0 LQ w 330+00 331 +00 - ______= 33 ' ' ^0 336+00 LU -- z WHIPPOORWILL LANE J =I QI 1=50' Q w � o J 337+00 338+00 339+00 340+00 41--UOF-- + 3 + W WHIPPOORWILL LANE ------------ z --— v Q Q w > cc w V) w Qc NORMAN TREBILCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.18.20 R E V I S 10 N S TrebilcocK 0ROUNDABOUTS WHIPPOORWILL LANE & MARBELLA LAKES DRIVE STREET LIGHTING SHEET NO. DATE BY DESCRIPTION DATE BY DESCRIPTION 09.30.20 MD NEW BASE 10.05.20 MD EXIST. POLES AND NEW POLES AT LIGHTING p LAN ROAD NO. COUNTY FINANCIAL PROJECT ID planninl enaiNeeriMp L-9 COLLIER - - - 2B00 OAVIS BL VO SUITE 200 NAPLES FL 34104 Miguel 101512020 3:54:11 PM S:\f1roposa1s\F1ub1ic Sector\Counly_Colller\2020\20-7735 Whippoorwill Lone D-B-sub to QE_05-06-. J Lu W W — z J Q � � Q � W C Q � m Q Lu = ~ U Q � W = V U REVISIONS 09.30.20 I MD NEW BASE 10.05.20 MD EXIST. POLES AND NEW POLES AT ROUNDABOUTS Lu J Q z WHIPPOORWILL LANE 346+G}6+16 TPODUCOCK plal�inl•e�ai!lerilr WHIPPOORWILL LANE & MARRELLA LAKES DRIVE STREET LIGHTING ROAD NO. COUNTY I FINANCIAL PROJECT ID COLLIER I - - - 1=50' NORMAN TREBILCOCK, AICP, PE No. 47116 TCS CERTIFICATE OF AUTHORIZATION No. 27796 ISSUED FOR 100/. SUBMITTAL: 09.18.20 SHEET NO. L-10 is.'' ' WHIPPOORWILL LANE DETAILA LU N ROADWAY IMPROVEMENTS G LU Q o QUALITY OVERVIEW r � ENTERPRISES av3Hv (n t raon� Q LU Q cn [] 1 •F WHIPPOORWILL LN SPEEDING FINES rr•�, DOUBLED � T � � O y• ,ir% � � � ROAD �y" � 7R � ti� WORK TI ' } r' •• AHEAD ROAD WORK AHEAD r ' L �7 F� j REFER TO FDOT INDEX NUMBERS 102-602 & 102-603 SPEED LIMIT ON WHIPPOORWILL LN IS 35 MPH k . Fi7`N Stt_a Effimw Ln PP 1. { 4 - LEGEND + r< = WORK AREA 0 O = CHANNELIZING DEVICE ° = VARIABLE MESSAGE BOARD (SMART TECHNOLOGY TO ASSIST TRAFFIC CONTROL) = LANE IDENTIFICATION ' := TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH THE CURRENT EDITION OF THE FDOT DESIGN STANDARDS (102-600 SERIES INDEX NUMBERS) AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). —r-r [ - o ■� pA -t; a w,A0 it fr�3 MOT provided by: PLAN NOT ■ # 04 BARRICADES, COMPLILTIE VVORKSITL TRAFFIC CONTROL TO SCALE # f • c Y Y FOOT This Certifies that lT Cameron J. Berger e Has Completed a Florida Department of Transportation Approved TEMPORARY SIGN ! fUPPORT NOTES Temporary Traffic Control (TTC) Advanced (Refresher) Course. :` s;q.95 sha+? 5e pnSt mounted whe^ work vperat�ons Date Expires: 0910712021 Certificate # 32224 e,reed one day exeept far: Instructor: Ronald C. Appel FOOT Provider # 134 a Road {J�}urc signs mvun�cd in a[cardan,c wr[h �hr vendor drawing for the Type JIT Barricade shown A&SW Consultants, nn the APt. d. Pedestrian advanced warning or pedestrian ragula[nry Phone: 386-788-9899 56Inlet Harbor Rd. Ste.121 n 5uPrt5 i a cvrdrxc with $;qns--vntd v vn sippp Port Orange, y _ the mnoor drawing shown on the APi. f. k-4'aR farrier n1 rywed Signs per indem 700-0r3. www.FloridaMOT.com nicolle@aswcorisuItsnts.com ' 1• _i *+ WHIPPOORWILL LANE LEGEND ' ROADWAY IMPROVEMENTS =WORK AREA ,y M4IV4T IAPLE QUALITY PHASE 1 O = CHANNELIZING DEVICE IL ENTERPRISES _W - = VARIABLE MESSAGE BOARD r f ti (SMART TECHNOLOGY TO ASSIST TRAFFIC CONTROL) LANE IDENTIFICATION IL I r '* � s Ali y " * -� � 00, .* 10 v- 7lttl tIr II�l; III;I 1L• . T Ayy �L• T�}r I�yFy T IIy 1K. 7# 1 •'1 1 Y L+ L L 1 �� L 1F 1 Y 1T 1' I O O Il'-C-REEN EVAt '` E1SI r 1EA.11 fr . I+ a" -- ot — ar — MO Exl%T, *ALL * I lYr P.:1. D. k1MI T w . `r -- - - u _ Tr: E '- I'. LET-% k 66 LI$OF 16' RCP EX157. R/w' UNE -9 �— S-3 TYPE 10-6 Y> 1 INLETLF OF _" � -tu}' _ - k_= — — 5-e n TYPE: P-` INLET — - _ -- — IR T Tt LF 11 — MITTERED-FND SECTION 5-+ ' _- - --- — _ '- ---__ - _ _ --_ ` - _ 1•r _ _rl- - _ 544ALE — LF OFA15' � •• - - __ — ��- TFYPE- =S Ir ET — — -- -- — — — -- — O- 5-fi _"' S-d M1�' • O O x'{ -Tr=E '- I`.LET----4Ttf CF #C� ILT _ 4v _ 4 �/ 1 .. , "-30 LF DETAIL A — — D TEMPORARY Sii::N SUPPORT NOTES: — � ERIST. INLE*• fA�l `�IF�-II.:LET . � � " •t ESfIST. IjtILET I� 1 A+' s+gns sr�;' ;e past mounted wr'eR w-0Fx operations fh.�l]bfF"t, 7h o wr S ; i ?� y jp EiieeO 0fl2 :ar a%£elf far: a ExItiT. f,i'�' Lr�E� I P-5, TOP ONLY) {�'-.. — -•o �• m -- -_ �FtATE, �P-0►'aL1•ti I •�° � � �. E P-6. T < �• � . Rond clo�urr s�g�s mvurl{cd �n accordaRtc wr[h {+*c vendor drawing for the Type r!F Barricade shown I i L on the Af t. i '•, _ O +h h. Pedestrian advanced warning OF pedestrian regula[Oq .•Rountcd on sign aupForts in accordaxc with _ - - { • I , the renoor drawing shown on the AAA 12Cr • C. 1deCran carrier rnovnted signs per Index 700-0 t3. PR01'0{SEU I50X12 LJ WHEN WORKERS TEMP. CCNST. EI EMEN No � T ROAD � 1 � I WORK ROAD I AHEAD WORK r AHEAD I - ' 1 * r F TO DISPLAY THE FOLLOWING a MESSAGE 7 DAYS PRIOR TO WORK COMMENCEMENT: PANEL PANEL2 BELLA LAKE �4y ;• ROAD MMIDDIYY dff WORK TO f T�. BEGIN -- r TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH THE CURRENT { 1 EDITION OF THE FDOT DESIGN STANDARDS (102-600 SERIES INDEX NUMBERS) AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). r _ O MOT provided by: PLAN NOT M BARRICADES, — COMPLETE WORKSITETRAFFIC CONTROL TO SCALE FDOTT This Certifies that �` Cameron J. Berger Has Completed a Florida Department of Tranaportatlon Approved Temporary Traffic Control (TTC) Advanced (Reiresherl Course. Hate Expires: 09/07/2021 Certificate # 32224 Instructor: Ronald C. Appel FOOT Provider # 134 A&SW Consuttents, Inc. Phone:386-788-9899 65 Inlet Harbor Rd. Ste.121 Port Orange, www.FloridaMOT.com nico l "aa wco ns u lta nts.c om I w% QUALITY ENTERPRISES r� #00.00 r %UTTERED END SEOTIOH oil WHIPPOORWILL LANE ROADWAY IMPROVEMENTS PHASE 2-A Y • _ _ _` -■ ! �. jCI ■ - 417 'E TILITY E Ld �- — — — TYPE Fx—� INLET Tr'E P-3 ISLET — — r — 36 LF OF 1 s' FRCP I VIE— ' LF OF- ti N NEB OLIF; - i E P-8 M.araHL1LEWBBLE -Z - i IF r _ - * - - t naoanoa I �+ a � N3 - - - OMkF+EOT T� EMST I LVI- I #-%. I� 11 LEGEND = WORK AREA - 0 = CHANNELIZING DEVICE fi = VARIABLE MESSAGE BOARD ')L(SMART TECHNOLOGY TO ASSIST TRAFFIC CONTROL) = LANE IDENTIFICATION TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH THE CURRENT EDITION OF THE FDOT DESIGN STANDARDS (102-600 SERIES INDEX NUMBERS) AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 14 � HIF 10EA IT .1 1 AN F — f TD REM A IL TO DISPLAY THE FOLLOWING MESSAGE 7 DAYS PRIOR TO TRAFFIC SHIFT: 0 0 •rn • • ° ° PANEL PANEL2 X ° NEW BEGINS • - :-:O��� TRAFFIC MM/DD/YY PATTERN A — — J T T - F —$ INLET EKIST. GUTTER INLET — W7— YF r.90DIFr, TY P—G I LET, TOP Yj {' EWIt T. 1:—Ea INLETIrk r.' (:I71FY rrANH �'LE. - 4'rri.)IFl, P., raH�?LE 4 TYPE =—Iff, TAP ONLY) - F �IrE E— L. TOI} rvLr; i 4 2 .4' CC1fiNER---LrP),. Olh -n ROAD ti WORK ` AHEAD sl } MOT provided by PLAN NOT bob¢ BARRICADES, z c. zCOMPLETE WORKSITE TRAFFIC CONTROL TO SCALE FDOT This certifies that �� Cameron J- Berger -# Has Completed a Florida Department of Transportation Approved tv Temporary Traffic Control (TTC) Advanced (Refresher) Course. ` Date Expires: 00107/2021 Certificate # 32224 Instructor: Ronald C. Appel FDOT Provider # 134 A&SW Consultants, IV O S;WVl' HRA l Phone: 346 7 8 9889nc. 65 inlet Harbor Rd. Ste.121 F Port Orange, www.Florid&MOT.com f � r nicol"aawconsultants.com k r _ #00.00 WHIPPOORWILL LANE ROADWAY IMPROVEMENTS PHASE 2-13 F1` _• �� Y r _ _ y Y _mod.. L_=T.IjC 417 ■ - TILI- E r r kiITTEREQ ENS SE TIOH "W tTYPE F'-15 INLET v - Tr'E P—.3 I -%LET 5— a11 LF OF F a 'F I 36 LF 0F 1 S" RJR -= TYPE P— I `� LET �} -4-84- LF OFERCP X2 NEB CLIF, 4 3 WBBLE a - / F� r -� Lu 00 wr LEGEND = WORK AREA - 0 = CHANNELIZING DEVICE fidr- = VARIABLE MESSAGE BOARD (SMART TECHNOLOGY TO ASSIST TRAFFIC CONTROL) = LANE IDENTIFICATION TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH THE CURRENT EDITION OF THE FDOT DESIGN STANDARDS (102-600 SERIES INDEX NUMBERS) AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). T T-0 LrLET T 1 HI1J 1' � � �-1F�•�TIT ,T 94 WIT ��� 1T •'—�J •LET . :Tr' �E4isIL; f. � T`iPE F —15 IhILET - vT ICE-�E- - 4'rrl�IFl, r�.�raH•�}LE 4 TYPE _-15, TAP ONLY) - , :�.ti5E1 Rr'w -IL i 4 2.24' CCIfiNER—CUP),N� � w.r .F (] I F ! y - ROAD WORK `• ' AHEAD acisT. GUTTER INLET-1 TYF r�+IF�r, TP— 6 ExIt�T. t � L —Fa IrIET � { I LET, TOP 1Fj `r' {:DIFY rfANH -:'LE 'sl } MOT provided by PLAN NOT bob¢ BARRICADES, c COMPLETE WORKSITE TRAFFIC CONTROL TO SCALE J� FDOT This Certifies that _ — �� Cameron J. Berger -# Has Completed a Florida Department of Transportation Approved tv Temporary Traffic Control (TTC) Advanced (Refresher) Course. ` data Expires: 00107/2021 Certificate # 32224 1 _ tnstruetor: Ronald C. Appel FOOT Provider # 134 k AB.SW Consultants, Inc. Phone: 388.788-8899 65 inlet Harbor Rd. Ste.f 27 Port Orange, www.FbridaMOT.com n i c of laws wco ns u Ita nts.e om n { , Ital- QUALITY F }� ENTERPRISES WHIPPOORWILL LANE ROADWAY IMPROVEMENTS PHASE 3 '-awl AN D Ai,U IA LL r � 50+00,00 51 +00.00 5 }00.00 , 5 +00.06 i z:1VHI1T00R1,TITT TA Fi ;15'x'S` CORNER ULR ) - '3T-f-I}JJ17 -_ _ TIFF -a INLET TO RE - AW TO DISPLAY THE FOLLOWING R 1hLET f —1 TPE '-5 I`�LET. E '_ a E91'LT. I �-6 INLET MESSAGE 7 DAYS PRIOR TO 1 - TRAFFIC SHIFT: ;)NILY) W'DIFY. MANHOLE T- f EXIST R/W UME ExIST. 9 SIDEWALK fiYl'E ;—B, Tip SLY; � 'I ONLY �RRQR'.'.}E:] �•f �5' ''• n~ PANEL 1 PANEL 2 �. - {30'XW R� NOS + `II �5 x.t:� ;:;GIs Elt ::LJ ') ' - r ■ll s ' Ylk NEW BEGINS ' TRAFFIC MM/DD/YY -r �• k PATTERN * 4, r . _ F r 4 4 T ROAD • rOpp;••' r AHEAD I = O il ti ! aaom anoa I ' �1 ON3 I jp— H17SA All WHIPPOORWILL _AL V TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH THE CURRENT EDITION OF THE FDOT DESIGN STANDARDS (102-600 SERIES INDEX NUMBERS) AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). low - RCP 1-r r e6z - ' TY'E 1'_5 NLET Ah Alff r GUSTO BELLA NTIT A 10 LEGEND ❑ = WORK AREA n = CHANNELIZING DEVICE = VARIABLE MESSAGE BOARD (SMART TECHNOLOGY TO ASSIST TRAFFIC CONTROL) = LANE IDENTIFICATION MOT provided by. FPL N NOT TABARRICADES,-COMPLETEWORKSITETRAFFICCONTROL CALE Fp97 This Cerbfies that ozp_ Cameron J. Berger Has Completed a Florida Department of Transportation Approved Temporary Traffie Control (TTC) Advanced (Refresher) Course. Date Expires: D910712021 Certificate # 32224 Instructor: Ronald C. Appel FOOT Provider # 134 A&SW Consultants, Inc. Phone:386-788-9899 66 Inlet Harbor Rd. Ste.121 Port Orange, www.FloridaMOT.com nic:olle@aswconsultants.com AV 116 1 '��r ✓ RELIANT F- LIt a � „^ �v r F It44 L