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Agenda 01/22/2019 Item #16A501/22/2019 EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Crane Point & Bimini Isle, (Application Number PL20180001005) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. _____________________________________________________________________________________ OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Crane Point & Bimini Isle, a subdivision of lands located in Section 1, Township 51 South, Range 26 East, Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction documents for construction purposes and recording purposes concurrently. CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of Crane Point & Bimini Isle. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Naples Reserve Golf Club RPUD, Ord No. 07 -71, as amended. All fees have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100% of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the County Manager or his designee and the County Attorney’s office prior to the recording of the final plat. T his procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Development Review Division recommends that the final plat of Crane Point & Bimini Isle be approved for recording. FISCAL IMPACT: The project cost is $1,786,743.15 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $ 705,734.00 b) Drainage, Paving, Grading $ 1,081,009.15 The Security amount, equal to 110% of the project cost, is $1,965,417.47 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 -- Land Development Services Revenue generated by this project: Total: $54,849.31 16.A.5 Packet Pg. 379 01/22/2019 The Fees are based on a construction estimate of $1,786,743.15 and were paid in August 2018. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,247.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 5,293.01 c) Drainage, Paving, Grading (.75% const. est.) $ 8,107.57 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $15,879.02 e) Drainage, Paving, Grading (2.25% const. est.) $24,322.71 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site development plan prior to the issuance of a building permit. LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and construction and maintenance agreement. The Board shall consider the County Manager or designee’s recommendation and shall take evidence and testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee for recording within 18 months of the date of approval of the final subdivision plat by the Board. However, following approval by the Board, but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the subdivision plat, and the Board may approve any changes that are not minor and insubstantial. This item has been approved as to form and legality, and requires a majority vote for Board approval -- SAS RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Crane Point & Bimini Isle (Application Number PL20180001005) for recording with the following stipulations: 1. Approve the amount of $1,965,417.47 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Growth Management Department. 2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or his designee: a. To withhold Certificates of Occupancy until the required improvements have received preliminary acceptance. b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance Agreement is approved and accepted by the County Attorney’s office and the Board of County Commissioners or the County Manager or his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: Lucia S. Martin, Technician, Development Review Division 16.A.5 Packet Pg. 380 01/22/2019 ATTACHMENT(S) 1. Location Map (PDF) 2. Opinion of Probable Cost (PDF) 3. Plat Map (PDF) 16.A.5 Packet Pg. 381 01/22/2019 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.5 Doc ID: 7592 Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Crane Point & Bimini Isle, (Application Number PL20180001005) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 01/22/2019 Prepared by: Title: Technician – Growth Management Development Review Name: Lucia Martin 12/17/2018 10:38 AM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 12/17/2018 10:38 AM Approved By: Review: Growth Management Development Review John Houldsworth Additional Reviewer Completed 12/17/2018 10:44 AM Growth Management Department Judy Puig Level 1 Reviewer Completed 12/17/2018 11:40 AM Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 12/18/2018 12:25 PM Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 12/18/2018 12:28 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 12/18/2018 3:54 PM Growth Management Development Review Chris Scott Additional Reviewer Completed 12/20/2018 3:36 PM Growth Management Department Matthew McLean Additional Reviewer Completed 12/21/2018 8:10 AM County Attorney's Office Scott Stone Level 2 Attorney Review Completed 12/21/2018 8:24 AM Growth Management Department James C French Deputy Department Head Review Completed 12/24/2018 3:03 PM Growth Management Department Thaddeus Cohen Department Head Review Completed 12/26/2018 2:14 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 12/27/2018 7:38 AM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 01/02/2019 9:51 AM County Attorney's Office Emily Pepin CAO Preview Completed 01/02/2019 11:04 AM Office of Management and Budget Allison Kearns Additional Reviewer Completed 01/03/2019 3:01 PM County Manager's Office Heather Yilmaz Level 4 County Manager Review Completed 01/14/2019 4:02 PM 16.A.5 Packet Pg. 382 01/22/2019 Board of County Commissioners MaryJo Brock Meeting Pending 01/22/2019 9:00 AM 16.A.5 Packet Pg. 383 CRANE POINT & BIMINI ISLES LOCATION MAP 16.A.5.a Packet Pg. 384 Attachment: Location Map (7592 : Final Plat - Crane Point & Bimini Isle) GENERAL 20,000.00$ EARTHWORK 17,000.00$ SANITARY SEWER 412,859.00$ POTABLE WATER & FIRE 292,875.00$ STORM DRAINAGE 575,986.00$ PAVING 426,623.15$ LANDSCAPING AND LIGHTING 41,400.00$ TOTAL 1,786,743.15$ Contingency (110%) of TOTAL 1,965,417.47$ UTILITY DOCUMENT REVIEW FEE 0.75% OF SEWER AND WATER ESTIMATE 5,293.01$ UTILITY INSPECTION FEE 2.25% OF SEWER AND WATER ESTIMATE 15,879.02$ UTILITY REVIEW FEES PAID 5,285.51$ UTILITY REVIEW FEES DUE 7.49$ PAVING GRADING DRAINAGE AND LIGHTING REVIEW FEE 0.75% OF ESTIMATE 8,107.57$ PAVING GRADING DRAINAGE AND LIGHTING INSPECTION FEE 2.25% OF ESTIMATE 24,322.71$ CONSTRUCTION REVIEW FEES PAID 8,005.40$ CONSTRUCTION REVIEW FEES DUE 102.17$ NAPLES RESERVE PHASE IV - CRANE POINT AND BIMINI ISLE - REV01 PRELIMINARY OPINION OF PROBABLE COST SUMMARY 10/16/2018 2:59 PM \\Robausrv-nas\elc\Shared\P\018-00-002 Crane Point\04_Constr Plans\OPC\REV1\OPC 16.A.5.b Packet Pg. 385 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD GENERAL DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Mobilization (Large Projects, $10.0 to $20.0 Million)LS 0 $25,000.00 -$ Mobilization (Large Projects, $2.5 to $10.0 Million)LS 0 10,000.00$ -$ Mobilization (Small Projects, $500,000 to $2.5 Million)LS 1 7,500.00$ 7,500.00$ Maintenance of Traffic (Varies, Depends on Type Project)LS 1 2,500.00$ 2,500.00$ Staked Silt Fence LF 0 1.25$ -$ Turbidity Barrier (Floating)LF 0 12.50$ -$ Clearing & Grubbing (Burn)AC 0 2,500.00$ -$ Clearing & Grubbing (Chip & Haul 0ff-Site)AC 0 3,400.00$ -$ Bridges (Canals, 30' 0r Less Using Con-Span Type)EA 0 475,000.00$ -$ Large Bridges (Based on SF of Deck @ $160.00 Per SF)EA 0 1,750,000.00$ -$ Construction Staking Total Project LS 1 $10,000.00 10,000.00$ General Subtotal 20,000.00$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 386 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD EARTHWORK DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Regular Excavation CY 0 2.00$ -$ Lake Excavation (Blasted Rock)CY 0 2.80$ -$ Embankment (From Regular & Lake Excavation CY 0 1.50$ -$ Includes Spread, Compact & Fine Grading) Excavate, Stockpile for Rock Bury CY 0 1.50$ -$ Replace from Stockpile & Cover Rock Bury CY 0 1.25$ -$ Import Fill (compacted in-place)CY 0 9.75$ -$ Berm Construction LF 0 3.80$ -$ Swale Construction LF 0 2.50$ -$ Construction Entrance ( FDOT Stone Bed)EA 2 3,500.00$ 7,000.00$ Rip-Rap (12") w/ Fabric SY 0 60.00$ -$ Retaining Wall LF 0 100.00$ -$ Rock Blasting (Range $15,000/$75,000, Depends AC 0 45,000.00$ -$ on Thickness of Rock & Other Variables) Gabions (standard size 6'x3'x3' filled w/ stone EA 0 210.00$ -$ and installed) (There are 10 different sizes) Sod @ Berms SY 0 1.40$ -$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 387 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NPDES Monitoring LS 1 10,000.00$ 10,000.00$ Earthwork Subtotal 17,000.00$ 16.A.5.b Packet Pg. 388 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD SANITARY SEWER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 8" PVC Sanitary Sewer Main (0'-6' Depth)LF 2,995 24.00$ 71,880.00$ 8" PVC Sanitary Sewer Main (6'-8' Depth)LF 787 35.00$ 27,545.00$ 8" PVC Sanitary Sewer Main (8'-10' Depth)LF 1,519 42.00$ 63,798.00$ 8" PVC Sanitary Sewer Main (10'-12 Depth)LF 331 56.00$ 18,536.00$ 8" PVC Sanitary Sewer Main (12'-14' Depth)LF 0 72.00$ -$ 8" PVC Sanitary Sewer Main (14'-16' Depth)LF 0 86.00$ -$ 4' Diameter Manholes (0'-6' Depth)EA 8 3,800.00$ 30,400.00$ 4' Diameter Manholes (6'-8' Depth)EA 5 4,600.00$ 23,000.00$ 4' Diameter Manholes (8'-10' Depth)EA 8 5,500.00$ 44,000.00$ 4' Diameter Manholes (10'-12' Depth)EA 4 6,400.00$ 25,600.00$ 4' Diameter Manholes (12'-14' Depth)EA 1 7,800.00$ 7,800.00$ 4' Diameter Manholes (14'-16' Depth)EA 0 9,000.00$ -$ Additional Cost, Drop Manhole for (6'-8' Depth)EA 0 1,000.00$ -$ Additional Cost, Drop Manhole for (10'-12' Depth)EA 0 1,300.00$ -$ Additional Cost, Drop Manhole for (12'-14')EA 0 1,800.00$ -$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 389 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) Additional Cost, Drop Manhole for (14'-16')EA 0 2,600.00$ -$ 6" PVC Laterals LF 1,800 21.00$ 37,800.00$ 6" Single Clean-out EA 29 500.00$ 14,500.00$ 6" Double Clean-out EA 46 800.00$ 36,800.00$ Video Inspection LS 1 7,000.00$ 7,000.00$ Lift Station Average, (See Listing Below)EA 0 140,000.00$ -$ 4' PVC Force Main (C-900, CL200, DR-18)LF 0 16.00$ -$ 4' PVC Force Main (C-900, CL 200, DR-14)LF 0 18.00$ -$ 6' PVC Force Main (C-900, CL 200, DR-18)LF 0 22.00$ -$ 6" PVC Force Main (C-900, CL 200, DR-14)LF 0 26.00$ -$ 8" PVC Force Main (C-900, CL 200, DR-18)LF 0 30.00$ -$ 8" PVC Force Main (C-900, CL 200, DR-14)LF 0 32.00$ -$ Air Release Valves EA 0 1,200.00$ -$ 8" Force Main Hot Tap EA 0 3,500.00$ -$ 6" Force Main Hot Tap EA 0 3,100.00$ -$ 4" Force Main Hot Tap EA 0 2,500.00$ -$ Directional Bore 4" Force Main, (12" Casing)LF 0 140.00$ -$ Directional Bore 6" Force Main, (12" Casing)LF 0 160.00$ -$ Directional Bore 8" Force Main, (16" Casing)LF 0 210.00$ -$ 4" Plug Valve EA 0 1,000.00$ -$ 6" Plug Valve EA 0 1,200.00$ -$ 8" Plug Valve EA 0 1,500.00$ -$ 16.A.5.b Packet Pg. 390 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) 10" Plug Valve EA 0 2,000.00$ -$ 12" Plug Valve EA 0 2,600.00$ -$ Connect to Existing Manhole EA 2 2,100.00$ 4,200.00$ Sanitary Sewer Subtotal 412,859.00$ 16.A.5.b Packet Pg. 391 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD POTABLE WATER & FIRE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 12" PVC Water Main (C-900, CL-200, DR-14)LF 0 32.00$ -$ 12" PVC Water Main (C-900, CL-200, DR-18)LF 0 30.00$ -$ 12" Gate Valve EA 0 2,800.00$ -$ 12" x 24" Hot Tap EA 0 5,200.00$ -$ 12" Backflow Preventer EA 0 12,000.00$ -$ 12" Master Meter EA 0 17,500.00$ -$ Directional Bore 12" PVC w/ 24" Casing)LF 0 265.00$ -$ 10" PVC Water Main (C-900, CL-200, DR-14)LF 0 28.00$ -$ 10" PVC Water Main (C-900, CL-200, DR-18)LF 0 26.00$ -$ 10" Gate Valve EA 0 2,300.00$ -$ 10" Backflow Preventer EA 0 10,000.00$ -$ 10" Master Meter EA 0 15,500.00$ -$ Directional Bore 10" PVC w/ 20" Casing)LF 0 245.00$ -$ 8" PVC Water Main (C-900, CL-200, DR-14)LF 45 21.00$ 945.00$ 8" PVC Water Main (C-900, CL-200, DR-18)LF 5,549 20.00$ 110,980.00$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 392 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) 8" Gate Valve w/ Box EA 7 1,600.00$ 11,200.00$ 8"x 12" Hot Tap EA 0 3,500.00$ -$ 8" Backflow Preventer EA 0 8,000.00$ -$ Fire Hydrant Assembly EA 12 5,000.00$ 60,000.00$ Dead-End Hydrants EA 0 3,800.00$ -$ Blue RPM's EA 12 12.50$ 150.00$ Perm. Bact. Sample Point EA 2 1,850.00$ 3,700.00$ Temporary Blow-off & Bact. Sample Points EA 0 1,200.00$ -$ Air Release Valve EA 0 1,200.00$ -$ 6" Backflow Preventer EA 0 20,000.00$ -$ 6" Gate Valve w/ Box EA 0 1,200.00$ -$ 6"x 12" Hot Tap EA 0 3,100.00$ -$ 4" Gate Valve w/ Box EA 0 1,000.00$ -$ 4" PVC Utility Sleeves LF 0 5.00$ -$ Double Service W/ Curb Stop EA 44 1,150.00$ 50,600.00$ Single Service W/ Curb Stop EA 31 1,100.00$ 34,100.00$ Temp. Gap Configuration EA 2 3,500.00$ 7,000.00$ Temp. Backflow Preventer EA 0 2,500.00$ -$ Automatic Flushing Device EA 2 $5,000.00 10,000.00$ Connect to Existing Water Main EA 2 2,100.00$ 4,200.00$ Aerial Canal Crossing (3-Piers)EA 0 45,000.00$ -$ Potable Water & Fire Station Subtotal 292,875.00$ 16.A.5.b Packet Pg. 393 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD STORM DRAINAGE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Single Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 430.00$ -$ Double Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 880.00$ -$ Triple Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 1,300.00$ -$ 15" RCP LF 1,705 22.00$ 37,510.00$ 18" RCP LF 777 32.00$ 24,864.00$ 24" RCP LF 1,098 56.00$ 61,488.00$ 30" RCP LF 238 68.00$ 16,184.00$ 36" RCP LF 2,343 80.00$ 187,440.00$ 42" RCP LF 0 95.00$ -$ 48" RCP LF 0 120.00$ -$ 54" RCP LF 0 170.00$ -$ 12" HDPE LF 0 20.00$ -$ 15" HDPE LF 0 24.00$ -$ 18" HDPE LF 0 30.00$ -$ 24" HDPE LF 0 40.00$ -$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 394 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) 30" HDPE LF 0 52.00$ -$ Valley Gutter Inlets EA 28 4,000.00$ 112,000.00$ Junction Box EA 18 3,500.00$ 63,000.00$ Junction Box P-7 (greater than 10')EA 0 5,600.00$ -$ Junction Box (FDOT J-7 - less than 10')EA 0 4,800.00$ -$ Junction Box J-7 (greater than 10')EA 0 6,600.00$ -$ Control Structure EA 0 5,500.00$ -$ Water Quality Structure EA 1 6,500.00$ 6,500.00$ Bubbler Grate w/ Rip-Rap EA 0 3,500.00$ -$ DBI FDOT - TYPE "C"EA 12 2,200.00$ 26,400.00$ DBI FDOT - TYPE "D"EA 4 2,800.00$ 11,200.00$ DBI FDOT - TYPE "G"EA 2 5,000.00$ 10,000.00$ Grate Inlet, (FDOT Type J - 7 - less than 10')EA 0 4,800.00$ -$ Grate Inlet, Type "E"EA 0 2,400.00$ -$ 12" Flared End Section EA 0 250.00$ -$ 15" Flared End Section EA 0 350.00$ -$ 18" Flared End Section EA 0 450.00$ -$ 24" Flared End Section EA 6 650.00$ 3,900.00$ 30" Flared End Section EA 2 1,000.00$ 2,000.00$ 36" Flared End Section EA 5 1,500.00$ 7,500.00$ 42" Flared End Section EA 0 2,000.00$ -$ 48" Flared End Section EA 0 2,500.00$ -$ 16.A.5.b Packet Pg. 395 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) 54" Flared End Section EA 0 3,000.00$ -$ 15" Mitered End Section EA 0 1,500.00$ -$ 18" Mitered End Section EA 0 1,800.00$ -$ 24" Mitered End Section EA 0 2,400.00$ -$ 30" Mitered End Section EA 0 3,000.00$ -$ 36"Mitered End Section EA 0 3,600.00$ -$ 42" Mitered End Section EA 0 4,200.00$ -$ 48" Mitered End Section EA 0 4,800.00$ -$ 54" Mitered Section EA 0 5,400.00$ -$ Tie Pipe into Existing Storm Structure EA 3 2,000.00$ 6,000.00$ Storm Drainage Subtotal 575,986.00$ 16.A.5.b Packet Pg. 396 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD PAVING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 3' Valley Crossing LF 258 22.00$ 5,676.00$ 2' Valley Gutter LF 10,183 8.50$ 86,555.50$ Type "A" Curb & Gutter LF 448 12.50$ 5,600.00$ Type "E" Curb & Gutter LF 0 12.50$ -$ Type "F" Curb & Gutter LF 0 10.00$ -$ Type "D" Curb LF 0 8.50$ -$ 3/4" Type S-111 Asphalt (2nd Lift)SY 12,712 4.10$ 52,119.20$ 3/4" Type S-111 Asphalt (1st Lift)SY 12,712 3.80$ 48,305.60$ 12" Stabilized Subgrade (LBR 40)SY 13,944 1.40$ 19,521.60$ 8" Limerock Base (LBR 100)SY 0 5.35$ -$ 6" Limerock Base (LBR 100) SY 12,712 4.50$ 57,204.00$ 4" Limerock Base (LBR 100)SY 0 4.00$ -$ Signage & Pavement Marking LS 1 10,000.00$ 10,000.00$ Fine Grading (This Could Be Priced By SY Also) DA 0 1,000.00$ -$ Sod Strip Between Curb & Sidewalk SY 5,773 1.50$ 8,659.50$ PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 397 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) ADA Ramps & Detectable Warnings SF 180 24.00$ 4,320.00$ 6' Wide Sidewalk (4" Thick Concrete)LS 0 5,000.00$ -$ 5' Wide Sidewalk (4" Thick Concrete)LF 10,503 12.25$ 128,661.75$ 2" Sand Cushion SY 0 0.54$ -$ Paving Subtotal $426,623.15 16.A.5.b Packet Pg. 398 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) NAPLES RESERVE PHASE IV Estimated By: PWB Checked By: MWD LANDSCAPING AND LIGHTING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Halfmoon Point Lighting - Refer to OPC by Trebilcock LS 1 41,400.00$ 41,400.00$ Landscape and Lighting Subtotal $41,400.00 PRELIMINARY OPINION OF PROBABLE COST 16.A.5.b Packet Pg. 399 Attachment: Opinion of Probable Cost (7592 : Final Plat - Crane Point & Bimini Isle) CRANE POINT <3c BIMINI ISLE PLAT BOOK PAGE SHEET 1 of 6 A REPUT OF TRACT FD1, TRACT FD2, TRACT LI 7, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PUT BOOK 64, PAGES 1 THROUGH 6, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. COUNTY APPPOVAI / RELSIDEDHatiqi INS COUNTY ENGINEER APPROVE0KNOW A. Ulh 8« THCSC PRESENTS LANCS OESCRIBE0 HEREON MAS CAUSED HEREBY- SE1 NAPLES RESERVE. UC. THE OWNER Of THE & BIMINI ISLE* CRCWTM MANAGEMENT DEPARTMENT -------------------------------------- 201*. AO COLUER COUNTY. FLORlOAOf "CRANE UACC CEDI CAT I ._ CORPORATION NAPLES RESERVE HOMEOWNERS ASSOCIATION.Florida PROFIT TRACT PRIVATE QO*C RIGHT-Of-WAV (R/w) PURPOSES SUBJECT TO TX EASEMENTS OCPOED XXON (AC. ASSOCIATION COUJCR COUNTY (LACUNA SPRINGS LANE)(GALLEY COURT)JACK MCKENNA. COlLCB COUNTY ENGINEER SHOWN HEREON. <b GENERAL NOTESOE. CUE. ft PUC). mru perpetual uamtsance CBuGatcn ITS SUCCESSORS MC ASSXXS. NO WESPONSaUTY FOR 0» SAC MAINTENANCE TO COUNTY SURVEYOR RCVCWEDLBEARING*) REFER THRCUCH AAR.R>CAN DATUM Of l«63. FlORCA STATE PLANE EAST ZONE. BE"C SeyjA I7t. NORYM COLUER COUNTY SURVEYOR — tBttiAA OAY26f2TRACI OSI ANO TRACI 0S2. AS SHOWN XRECft FOR ACCESS EASEMENT (At). (ANOSCAPE BUTTER EASEMENT (LBE). COMMON WCLUOC. BUT LANDSCAI'T AREA BE LA*’ID TO LANDSCAPINC. PATHWAYS. UAMTENANCI O0OGATON OF SAID ASSOCIATION RESPOMSBtlTY I OB MAINTENANCE TO COLiew RECREATION PURPOSES.II 31 2 THIS PR0JEC1 S'SS. ------------ SUBJECT TO COVENANTS RESTRCnONS RECORDED ft OmOAt RECORDS BOO* COLLIER COUNTY. tlOROAPURPOSESPUBDC RECORDSJUJsim waj.s SUCCESSORS AND ASSIGNS. APE THE P£RPE COUNTY PROJECT UCS THE HARUS RESERVE COU CLUB RPUO CWOPONCE J AMENDED3TRACT RECTA TRACT R£C2 TRAC' REC DEVELOPMENT RTSPCNSBLCY TRACT RIC3 TRACT RfCH ANO TRAC’ RECREATKft FACAJTTES. PATHWAYS. SOEWALKS MAINTENANCE MARCUS l. BERMAN. P S M #5Q6e COLUER COUNTY SURVEYORCOMMONDISTANCES ARE IN FEET ANO DECIMALS THEREOF.HI 5 EA5CMENTS ARE PARALLEL PROPERTY UNLESS OTKRWISE SHOWNB DEDICATE TO THE NAPLES RESERVE COMMUNITY DEVELOPS NT WSTR1CT COUNTY COMMISSION APPROVAL THIS PLAT APPROVED FOR RECORDING IN A REGULAR COMMISSIONERS Ol COLLIER COUNTY. FLORIDA. THIS _________________SBTH A D . PROVIDED THAT THE PLAT OF CiRCUH COURT OF COLUER COUNTY. FLORlOA *MEETING BOARD COUNTY(AE) NTEN, ACCESS EASEMENTS RESP0N5I9LITY SHOWN HEREON INGRESS AND EGRESS DAYANCE 51S 27E Of FILED THE OFTICEIS 2t2 6(OE) OF THE DRANACE OF THEDRAINAGE EASEMENTS MAINTENANCE STORMWATER MANAGEM NT PURPOSE S'ORMWAUi SYSTEMS. S. INSTALLATION, WITH RESPONSailTY MAINTENANCE 3 ALL LAKE Of TXU MAINTENANCE MEN’S (IME) RESPONSIBILITY TOR AS SHOWN HEREON FOR ACCESS MAINTENANCE MAINTENANCE LEGEND ATTEST CRYSTAL K. KINZEL CLERK OF THE CIRCUIT COURT COMPTROLLER IN AND — COLKR COUNTY FLORlOA CHAIRMAN BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY .. IRRIGATION EASEMENTS (IE) _ . THE IRRIGATION DISTRIBUTION UNCS. V XREON _ RESPONSI»l ITY INSTALLATION ANO MAINTENANCE ------MAINTENANCE PERMANENT REFERENCE MONUMENT (PRM). 5/6'STAMPED "PRM LB I 772* PERMANENT CONTROL POftT (PCP). NAIL OlS* Y*CP LB T 772*5 TRACT U7 LAKE ANO WAPMCC EASEMENT (OE)BESPONSeuTY TOR MAINTENANCE CURVATURE OR POftT TANGENCY OR (®GMT-Of-WAYDCDCATE to COUJER COUNTY: COUNTY ATTORNEY THIS PLAT APPROVED H. - ACCESS EASEMENT At/OC/C - ACCESS. CPAJNACE - COMMON CE - CONSERVATION CUE - COUNTY UTUTY EASE DC - ORMNACC EASEMENT 0E/< - CRANAGE ANO CASE**' - LAKE UAftTEMNCE EASEMENT MAINTENANCE ANO • PUBUC UHJTY (AM XV 11 IS 2:(*) LANE) ANO TRACT R2 (CAUfY COURT) FOR Of TKR CUTIES. iNClUOftG DEPARTMENT SERVICE AND SHOWN H PEON A NON-EXCLUSIVE ACCESS EASEMENT OVER ANO ACROSS TRAC' USE 8' GOVERNMENT Vl»#Cl£ BUT NOT LIMITED TO EMERGENCY MCOOL SERVICE. HI TV SERVICE. SUBJECT TO lit IASEMENIS OEWCAI RESPONS0E.ITY -LACUNA SPWNCS EXECUTION COUJER COUNTY ATTORNEY. THIS - OAYRRlCATION EASEMENT7r . 20’V AO0(ASIMINI MAN’(NAN Cl EASEMENT2*U ORMHtCf EASEMENTS (OE) AS DEPICTED XREON MAINTENANCE NO RESPONSBEiTY FOR SCOn ASSISTANT COUNTY ATTORNEYLOCATION MAP LMC/E - PVJE R/W - Right of - OfTiQAl RECORDS P B - PLAT PG - PAGE - POINT Of - POINT or ACRES SQUARE FEET - NON-RACXAL EASEMENTALL LAKE MAINTENANCE EASEMENTS (IVE). MAINTENANCE SHOWN HEREON.RESPONSIBLY KALi FIUNO RECORD . Ill HI I FT U R li* YD. DEDICATE COLUER COUNTY WATER-SEWER DISTRICT THIS PLAT HAS BEEN EXAMINED CHAPTCR 177. FLORID* STATUTES (AM OR COMPLIES FURTHER CERTIFY BOOK REQUIREMENTS. Pl>T WAS FILED FOR RECORD COUNTY UTIUTY EASEMENTS (CUE) AND/OR WASTEWATCR STSTEM(S) EGRESS R>CMTS. WHERE APPROPRIATE. 1 WATER-SEWER DISTRICT TO OPERATE ANO/OR P01AHU WATER, NON-POTAHII IRRIGATION P0RTI0N( PROVIDED MA'NTAJN POTABLE CURVATURf TANCENCY ). THIS RECOROEO . INCLUSMV Of TX Pueuc RECORDS Of COUJER COUNTY. DAYS) THERCOF AND INGRESS TO ’X COLUER COUNTY WATER. NON POTABLE ’IMS OR PORTIONS) THEREOf «C CCWSO ANO WHERE INSTALL THE CCWSDS CONNECTING UTILITY FACILITIES MAINTENANCE OF THE SURFACE EASEMENT AND . 20'9 PLAT BOOK £:PACC(S) FLORlOA TMROOCM IRRIGATION THE PLATTED APPLICABLE. I EASCUENT(S) AREA TEWATER UTIU . CONVEYANCEFINAL IE CC SUCH U - SEE Cl - SEE R - RADIUS A - DELTA C - CHORD DSTANCE " - CMORO BEARING l - LENCTM UNE TABLE CURVE TABUNO RESPONSlB'LiTY HYSTAI - KIN/: I CIRCUIT COURTD/OR WASTEWATER THIS PLATTED AREA THE COLUER COUN AMENDED SHALL BE APPLICABLE POTABLE SYSTEM(S) 1 COMPUANCE STANDARDS AND PROCEDURES ORDINANCE (2004 Jl) CONVEYED AA'ER-SEWER OTSTRICT UPC* ACCEPTANCE IMPROVEMENTS REQUIRED BY S’;NON-POTABlE IRRIGATION WATER HERE COMPTROLLER AND FOR COLLIER COUNTY. FLORID* PORTON THE REOUiREME OF CONS [NTS SET TRUCTTD FORTH .EGAL DESCRIPTIONUTIU TIES CIRCLE. A SueDrwSiON RCCO«ob *N PUT; BOO^ ’ REC2 AND 64 PAGES 1 SECTION TRACT THROUGH TOWNSHIP 3. NAPLES reserve- ---------- pyguc SOUTH. RANGE 26 T«E BOARD ’X EX-OfFlOO GOVERMNC BOARD AOCTIONS. EXTENSIONS ANO/OR C.OEDCATC TO COLUER COUNTY. ITS FRANCXSEES. ANO TMf GREATER NAPLES FIRE RESCUE DSTRiCT (*£) AS OTHERWISE OTXR SC A NON-EXCLUSIVE ACCESS EASEMENT LANE). PURPOSES Of PERMITTING EMERGENCY RESPONSIBLE POR UAftTlNANCF OVER ANO ACROSS TRACT ftOCATEO ON WVLE VOILES LACUNA SPRINGS THE PLAT. TOR ’X ACCESS. WITH R2 (GALLEY COURT) AND NOTICEOCDCATE *a UTLITCS PUBUC UTUTY EASEXNTS (PUC) TO UttNSCD OR FRamCXSE D PuBlC OR PWVATE plat couples AS AMENOEO. FLORID* STATUTES IT REFERENCE MONUMENTS WILL PERMANENT CONTROt PLANTS AND LOT CORNERS REQUIRED IMPROVEMENTS XREBY CERTIFY TX REQUWEXNTS Of CHARTER 177. PERMANENTFURTHER CERTIFICO PRIOR TO THE RECORDING OF THIS PLAT BE SO PRIOR TO THIS PLAT. DEPICTION NO CIRCUMSTANCES BE SUPPLANTED IN AUTH GRAPHIC OR RESTRICTIONS FOUND ITS GRAPHIC FORM. IS THE OFFICIAL HEREIN ANC WILL Y BY ANY OTHER TAL FORM OF THIS PLAT. THERE MAY BE ADDITIONAL AT ARE NOT RECOROEO ON THIS PLAT THAT THE PUBLIC RECORDS OF THIS COUNTY AS RECOROEO OF THE SUBDIVIDED LANDS DESCRIBED ORIT PlATTEO EASEMENTS TELEVISION SERVICES; PROWOl MAINTENANCE. ANC OPERATION TACUITIES AND SERVICES EVENT A CABLE TH£VIS»ON COMPANY DAMAGES BC SOLELY RESP0NS6U P»*ATE (ASCXNTS CRANTE OR OTXR PUBLIC UTLITY SHAU EASEMENTS SHALL PROVIDE CONSTRUCTION. ftSTAUAION MAINTENANCE. AND HOWEVER. NO SUCH CONSTRUCTION. INS TAIL* TON. CABLE TELEVISION SERVICES SHALL ftTERFTRl WITH TX ELECTRIC. TELEPHONE. GAS. OR O’XR PUBUC URUTY ft S TX FACAITICS OF A PUBUC UTUTY. THIS SECnON SHAU NOT APP.r TO THOSE OR O0TARIEO BY a PARTICULAR ElECTMC TELEPHONE. CONSTRUCTION. INSTALLATION MAINTENANCE ADOPTED SUCH EASEMENTS SHAU ALSO BE OPERATION Of CABLE AU ACCEPTANCE0^ DIG I THTX BF MO»f MONTES. INC Cf R'f iCaTE OF AUTHORIZATION NuXJER LB ’772TX DAMAGES :o to < SUCH NATIONAL ELECTRICAL SAFETY COOE ACKNOWLEDGMENT]»OPERATION FLORIDA Digitally signed by Job" Hilton ON cr=John Hilton, o-Hole ^enws^u^SuTvryDfpartmcntAS Hey fa emaiNjohnhiltoniJhmeng.conv STATE C c*US Dale: 2018.11.30 14:3S:10 -OSOO STATE OF FLORlOA COUNTY OF COLUER COMPLY PUBLIC SERVICE COMMISSION OREGOING DEDICATION DONALD BEHALF «AS ACKNOWLEDCEO BEFORE X THIS __ DAY . v::i i’i.i 1 m u/.NA';in;> m-vih l : PORATX)N WHO IS PERSONALLY KNOWN TO ME 1 OF FLORlOA NAPLES RESERVE.WITNESS WHEREOf.CAUSED THESE PRESENTS HE SiCXO ______OAY . 12010. PRODUCED IDENTIFICATIONNAPLES RESERVE.'<THIS INSTRUMENT WAS PREPARED BY JOHN J. HILTON, LS #6278 WITXSS NOTARY PUBLIC SIGNATURE I PRINTEO DONALD E PRESICCNT kUVI 950 Encor* Way Naples. FL 34110 Ptrone (239)254-2000 I Florida Certificate of ! NOTARY PUBLIC PRINTED (SEAL)z: WITNESS SAMI HOLE MONTESj AuthonzatKXi No 1772e««xe»s • narcos • 16.A.5.c Packet Pg. 400 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle) PLAT BOOKCRANE POINT <3c BIMINI ISLE A REPLAT OF TRACT FD1, TRACT FD2, TRACT LI 7, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PLAT BOOK 64, PAGES 1 THROUGH 6, OF THE PUBLIC RECORDS OF COLUER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLUER COUNTY, FLORIDA. PAGE SHEET 2 of 6 N I h*pixs «$£pv* c*ai PB 64. PC 1-6 TRACT L21 ELOCK 9 R-40SOO A-trO'lB* -C-605,35 C0-N41' 14'jb’w 1-683.69 ZB 29 30 31 32 33 352734 36 37 38 39 /26 LINE T BEARING ' it I N 5<y04'sa* r L6 [ n amo'02' c GRAPHIC SCALL DISTANCE ill 40 40.0025 LAGUNA SPRINGS LANE ' 17.25*i 4124 I 426fl6970712372737475 76 77 78 iii 7967BLOCK 9 43 u«u22!l!66 I MtSS OCIU80 CXW CH MUK loemIII21a.«9000 4.17*230 7 C-9»9 9i- cs-sorn io*« 1*152546 44 a 180 00 »«754‘11064 50604-191SHEET 3•I:65 C3 20000 irjrso’•136 sor«r2«t • 160TRACT LI 7Hi 8120 45 C«22500 735-12*mi N0T44 13>I 29 79ii!TRACT 0S2*64 82SHEET 4 70 00C5 7T56-22*89 93 54754-481 97.86i46TRACT 121 P6 64. PC 1-6 19 *C6 500 747l H3752M1I 74583 ---l-J-—r— 47631 8 \117500 05750*18.77 *721*541 *8.775453III5251I84C625.00 900000’35 36 53752-50162 302748i17 C9 2500 aro’55’3527 •©1-56-591 3815 491 6 55\ \ a \ 7 \ 6 SHEET 5 . 3s 2 50 4®,ir7 5 30] * 8««9 3<:* * 16'l«* 33 49" rM*4V * LENGTHTRACT REC3 1 4 C130 25.00*1 3 12 C6-i wwoil* r>«*3TRACT 121 P4 64. PC 1-4 200.00'J■-70 00 6-7ri»lf’ C-81 62- C8-A57?r44't 555.00*35’1l'l7*> >- >.’•N 7V34*23*T~-c*™1''4______* I' " i 37 i » ! 35 ioToT 205.00*91*30*05"»■li£S-:m__ m*c, T r — TRACT REC2 C15S 100.00*40*39l?6’:::e~r—-m-45.00*9730 05 S 43 04’56* t:l4>"V;v-3 Li r.~j in—i i___-i 245.00*m5‘20 51 125.23*N 74-21*34*f■ •270 00 34•OW l •■» '29 36 ^ 33 / ^ , ~^THOu}rJ;:Rclh'1' M '7 -J—j"1--- 100 00*3fl 53 M 48*26* 16^~6-2T3I43’ C-133 05 225.00'20 99*S 39-59*53*~»T 21 OO1%C'1I C8-W26IJY 1-134 44I 31 ■v " ,■\ 6020 >/7sn21 I 1 9 R-220.00 4-313609’ i C-127 16-7 C8-R0ri0'll*» 1*129 02 22 ill “.A Y „18:23 V'”"*17 PARROT CAY P.B. 58. PG. 75-782 j « ! T-— ^ -■ iii 1212416 • ■•67500^ctsssr \ M . 1 CS-S3J?3-47> \ -*-** x * 1-149507 ^ 54 V III?■•70500 6« 35'52'49" C-434 31-----* C8-50ffl8JI1 :25T_/iii b 25,< „26^TRACT 118 ■1 4 Tiii ! ! T ^ojt SHEET 6 ___, h> ■•70 00 6-68-55’l3‘ C-79. CB-NMTl 2’4l L-8«20 V r r"-’,' / ’* 1 24 7, /\ 76U'4 \ ”23 28m -AaI1277— -r^ ■■ \ i> J0 \ ^ 5 if*1--29 i l mn 35 10 3430323331 Og.U»y by »oAr H4loo OH Cft-John H4lorv 0-M0W 9 NAPLES RESERVE tSWNO aufi PB 58. PC 19-21COURTGALLEY2i;TV^ - ii •fitL8 c*lB DMt 2018 11.10 14 36 11 OSOCT7 • \ ' X' ,0 \\ \ 5 A . \ I TRACT 0S1 rv><Jt THIS INSTRUMENT W4S PREPARED BY JOHN J. HILTON, LS #6278 '■-Liii TRACT 123 l-UVI 950 Encore Way NapJos. FL 34110 i Phono (239)254-2000 Flonda Certificate of:HOLE MONTES EUAtiRs-'uwra-siP.rfCW:Authorization No 1772:NAME Him Si PLAT DRAWN BY 16.A.5.c Packet Pg. 401 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle) crane; POINT <5c BIMINI isle OF TRACT FD1, TRACT FD2, TRACT 117, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PLAT BOOK 64, PAGES 1 THROUGH 6, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. PLAT BOOK PAGE SHEET 3 of 6 A REPUT N i NAPLES RESERVE CIRCLE P.8. 64, PC. 1-6 12120' ! P8 4 sarM'i Sf K/e■T5' ce/<5 III1IIIII OCAC*AP~C SCAH - 28 3|g| 29 % 9 £ “giOXT* 9 * ~i nr,530S31s32 • /33v5 35 36 3 S7 S/27 38 OJ*9J80 9 NiJ0C 9sSi 1W 9 '*395a\5 §\.5?i'W?IS s •-•osoo _ iron* y-C-UAJi / C8-Mri«'M*» \ 1-60381 I 8 \9 I‘IS 75 w&.LO K 9 \/v".JS«b-ts~7TTl ~/V23"isi-yrsc~~ m—%nog ~~x» ~~ iTSo ; eg ,%/"DM V TRACT R1 LAGUNA SPRINGS LANE 2?»‘irt tit a 'O'/\iIK*ej s ?8 < V/\(*/*. *NO 41r i2i PC 1- r'0 HlC%■ mir/1— -kta. |—tab —Ircv 324 SF \PI 84.-«1. J — 72 JO 710Q L J-iS* OCA —PJfi jib”.069 »OL«}----------------------»«/11/CJr \\ II/-iy ocaI \I I -I5J M/l[iTl «•/\%\\?/42/69 s JS, s 7168 :72 5 \C.^15' Dt/IE 2J / 10.07? 9 74 g i£5* g 76 I 77 78 y/\/10.075 sr 9.880/17.883 9.800 P-.288 \9.880 9 9.880 \A//i 79-67 %\/7 5-*'.«»B 97 5*—'\/13.550 V i..44^t r75 \r 'i— 7730-------- V ;°p H I*mo— rl r~ m /r,s \\/ ¥24 >aa —-------76H6— — rear-tun \\K IU[ L'JWT36'1S> 43 ’i fu :J 121 PC 1%i'u /»/.\A 11.419 P 8 84.\//7 IMCA/w 66 IV8-95 00 4«96*4J’18" C-147 00- C8-Mri4,J8> 1-190 37 //13.871 13 OCA \/\/I 80 \*//■Xoo-,7./:7I!/21 /I 44a;■1.C49 y «■I/X Ul M.M4 9 L>s 45 /a3/i 65 /ClAP-490 00 l7T750r I C-97 /-/~>3«i y TRACT LI 7 ,*,5a* 81 iao7s 1,*&?-10’ PUC79.9* rn-o^p i ■ororon _/ 141.48^*;S 8I 8ll 11>TI s 20 X.RMATCIII.INE SHEET 3 SHEET 4 -11.069 S J IIl/II \1 I\II6482 ”\\s1 46I19\s /\//\\I\\If1\\X-gldpK 9 I\\'5)\83 I I\\\\4763\//\18 \\54 53 52 I55I\51 56 57 58 TRACT OS2 (U *C) 84 I ICUP4 lAfti CUBVI TA8U CVJ8VI UBU I48 iIII8H08ISMlUc*c«o CH BCA»C ltNC»l WUS KIT*CHOW CM. BL»8*C IPCTm R*£«US oau CHOW ch burn:10CTM \iIs I 1 T78’«7‘14-48‘Or S44*3177T 7104 4r5410*M 14*20*04500*17*231 775X0 168.48 C17 •90 00 ir7r«7‘9800 simin C31 275.00 14*48*or 7085 55819*301 7104 C51 72500 984Tir 338 3’541 14*381 37983 CIS 490.00 11*47*70’99 93 S27«6*50lr C37 775X0 15*05*45'7275 S7«* 18*761 77.48 C57 750X0 9843*18*37387 541*14*381 47703 11*47*70*99 93 J7.J5C14534*29*11H 03 775.00 T48*58*37 M 585*42*481 C53 95 00 4754*10*89 49 514*70*041 71.14 CIS 11*78*42’9800 S4804*42H C34 9843*18*M41*14*38*8 484.23 4808*43*77.50 S5851*30l ■IS: I';?L1«Cll •90 00 11*78*47*98.00 S57*33'24>9816 CJS 360.00 4*08*34’78X7 M8819*781 7803 CSS 95 00 5*40*75*940 S88*6’04l 941 Cl 7 11*78*47*S8807*06M 360.00 11*28*47*77X0 1*730*481 72.17 1837*27*Wi-05021 5851 OVuLOM* ( Cll •90 00 11*78*47*98.00 sao30*40**9816 C37 360.00 inrtf 77X0 M6«*0?‘06l 72.12 C57 180 00 24*77*30*76 00 N59*35*061 76.58 I nrd l>y John Hilton i Hilton. o-Hole Monlei. ou-Survey Department, email-Johnhillontfhmeng <-U5 Dale: 7018.11.10 14 36:35 05*00* Digitally ilyn f7N:r.n- John 4*08*34*35 42 S8819*76**11*28*47*MSr33*?4l 77.12 24*51*48*N34*57*57l 7811 CTO 405.00 744*58*54 97 M85*42'4«**5501 C39 360.00 11*78*42*72X0 M4804*42l 77.12 C58 180 00 24*51*49*7750 N1808*081 7811 1500*45**74* 16*28**11*42*20*7542 *34*29*111 7555 18825*05*S03* 48*501 1163.87 M i:I'U- I II iC77405.00 14*4807*104.34 *5819*30**104.63 C42 380 00 11*28*47*72X0 *11*11*191 77.12 C61 33500 16825*05*688.'9 K0r48*50**1101.65 2rio’4Q'53.40* C73 i4*46*or 104.34 *44*31*22**104.83 C43 n*?r4?*77X0 *ocri7‘?j'*77.17 C87 31000 18875*05*MU'46*50**1019.44 i4*46*or 104.34 *2843*15**310.00 2851*4**153.47 51808*06"*134.53 THIS INSTRUMENT WAS PREPARED BY JOHN J. HILTON. IS #6278 !C46*07*2851*88*534*57^ 7"*■14^5X7**I '43805*C78 •0500 10517 ■XT12*01**10545 C46 310.00 2477*30*13088 ur»*06^1J1 88 HVI 950 Encore Way Naples. FL 34110 Phone (239)254-2000 Flonda Certificate of Authorization No 1772 | C27 775X0 * 43805*70X5 S00-12X11 70Z4 C47 31000 1837*72*100 J7 561*05*07**10078 *44807*51455071C78775.00 C48 77500 5*40*75*tut ’ 48*04"*77.78 HOLE MONTES iWCPi-\e*€»S-5U**r»0*5 C79 775X0 •446*07*70 J5 52843*151 71X4 C49 72500 480843*18355 wrsi'io^188X7 | QBAWN;=AS-E B v i j . 16.A.5.c Packet Pg. 402 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle) CRANE POINT <3c BIMINI ISLE A REPLAT OF TRACT FD1, TRACT FD2, TRACT LI 7, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PUT BOOK 64, PAGES I THROUGH 6, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. PLAT BOOK PAGE SHEET 4 of 6 \2I I I 65 I TRACI LI7«)I ~ ~1 1081NoroJ'on.Il20 /I MATCHLINE SHEET :i SHEET V' I■J£jLLim 45I?.....Lie n/r-J L-J8>*IIIIl«•\III\^.0-\/\82\\\S'P-60 CO fi-«roo'oo‘ ! C8-n5707*m*i V 3 46am1910 K/C-\\/\11.0(3 5fp I\\>3-IPW *1 Ij h10 °'Jl if- lir \\\C72 c?i r 3S S'00*'\K 9 L—J^l\BLOI10-83\\\'V-O ■2ff U«/C-07 5T TRACT 121 P* M. PC 1-4 63 •I S' Cf/t 47\!s 1a\»/«•%*.W0I 8 A-'\54 53 10.938 S j? .00—,*II I1 5255\«0-56 5110.410|'*00-! 10.6*0 S»10.10715' «/«-/».*»C0\I\\ \'0.073 ST -“V I 58 8 TRACT OS2 (CA PC) 70'a-witvot* C*979.9V \84-1006259 ®B 6« PC 1-6\9.877 51*»y-13.821non \ U5“ \ \48 9.880 ' MT B1 ~60 9.880 yc»-y)n G,^V75 17 L ,~Z5£-61 1 83M0 C77-/Jljfr^n !«.Olg Ed7):\a p«C97 oc sn 0CT44 4-J-\N x S',.S601 I\C94 oc. sa Wgl «-3 /I0‘ 2*43\09 z;GHZ’ nr C* 916 ■i9-\BLOI# *il //i'.ow »\IV*.His■is* a/c / .i-.15s106— -0|_3 5\10.63* » ,IL OI 10.07? y 10.136 M'ffS210.075\lln/n -i. J 7'0.0®1 50\/»5‘ W/€-oc. H5V ®1 ,3'Jm2 9.B8O v TRACT1\10 HoU //OCUR S-7 1»'uSe'r’5'-MiU 057«3'\TT5T ?*1U1? »I ICA «)GRAPHIC SCAU S7T 4»Line she sheet 0 [pen»y-JPC rMATCHt l \VTRACT REC3 (CA fiCOCATHKl 7 Vr108 \\ \ N8TS3*7in^LJ ^asr-r'*'\J -zrz n~-~s-*=5-VT-T—-\ l)iyit*» l» i goed by John Hilton ON cn->ohn Milton. o-Ho'e Monies. • oo' Survey DepA'tinent, e»n«il«)ohnhillonObmeng.<om, c=US 0*1# 201S.11.J0 14J7XJ1 05 00 —j\ TRACI REC2 (CA RK«>li>| s'm*c7/PEC.-r -sI/.'' I / cjt 'V/39 37/.'/Hi!4?36 40 33 //l TABU o«1ABU I I 78>A»C CKXft)RAPING 11 NOTH OIIIA CHCRO CH. BfAPMC ICNC-M DETAIL 4-1 — - JJETAIL 4-3 ior owrC9230089" «3*S5*33J7 N513r56l 39 13 C61 623 00 S'25'35*7111 S«r56'03t 7814 C101 MV 00 fin r 70.76 snor3TE 70.79 I/■ LAC 31000 wnsw «j4r»n 509'ir r - »•1019.44 ’•6'44’30‘E 7423 CIOJ 64300 436*05*7427 N6731‘40*E 701 aw® "10 p«J“*LAC C63 3WOO 2*51*49*13147 31443*71 13*13 C63 62300 rtnr 31.97 «r03'l3l 31J7 CKO 64300 ri****2333 •*J06'C**t 2133 Vj CM JW.00 2**51*49*13347 rjrjil 134 VJ CM 623 00 15-0T74*217J6 sar32'so*»C’04 MS 00 130*24*•(89’32'50‘C 3 <3310.00 2451*49*13347 S*479 701 134 33 CSS 360 00 ir76'*2*72JJ0 mv4*05n 72.12 CIOS 460 00 rsosB*6541 N6T 58*371 8512 7 5------4 - _---------1 _310.00 21*06*06*11313 *72*1*1 36000 11*4210*U2J2’’3«n 037*31*7313 124 58732*291 124 73‘ -75--J 12C67180002451*49*7730 ■1445*47^7611 CV 360 00 11*42*20*73.42 OS*03*5«n 7316 C107 11*42*20*99 93 S6ri2*2J*C -15 OC 13* 0C/C—i—*30373116 11*2*42*24*31*49*M039*26n 72.12 006 11*26 42*9600 56036*321 9116 Ir -10069160 00 24-51-49*7710 *M*79"70l6 7811 cm 36000 11-7*42*72.00 Ksooe-ion 72.17 009 490 00 11*2*42*96 00 S5*06'l0l £ I CTO 21*06*08**67211616 360 00 11*2*42*N69-36*32n 72.12 CI10 490 00 11-2*47*96.00 S«6"39‘28l :DETAIL 4-2C71935.00 713’13*37 01 swos'isn 3701 C91 36000 11-4*20*73.42 N8n2‘23M 73.35 cm H-42'20*99.93 S3S03-S61 TRACT ' OS2 |Iis- OCA^-------- 109-16*S8146,30'6 36000 1157-49*S8727‘32l6 68.89 Cl 12 11-47-20*9993 S2J21*361 ^fl/A UNC 1 C73 955.00 5-25-35*9041 H6756-03M 90 45 C93 77300 714*39*30.43 S83*06’06*W 30.43 Cl 13 11-2*42*SI 1*46-051 CORNER DETAIL 4-4C74955.00 720’17*3197 *64"03*07n 36 97 CM 77300 6-36 05*JIT-42*S873l'40>Cl 14 20.70 S84-13-051 20.70 •DC 117 | C73 4135-25*S774*1|i8 C93 775 00 117-19*85.02 N660138*»8306 Cl 13 36000 rirj7*710 S862r««1 710 l's‘I cW THIS INSTRUMENT WAS PREPAREO BY JOHN J. HILTON, LS #6278 41-24*35*5274* If n 130*74*204/9 W32-501 20479 cm 77300 1*03*16*1426 MU-35" 15*6 L TRACT- —I‘1* -C77 2500 1739*35*768 815-54-49*1 Ct7 800 00 150*24*210.78 r32*son 211.36 C1I7 77100 (710*36*240 - -4- _N6758*' 8*6 2.40 LL!li,Uv.H2VI 950 Encore Way Naples. FL 34110 Pnone (239)254-2000 Florida Certiftcaie of C78 7720*25*'*736*461 3134 2100 33732*561 J6J7 13* OC/C-ssroroin r- 1*3136 3627 2300 rso-oe*284 81(222*041 214 I COO 62300 720*17*3144 S6«3*on 3347 Cioo 23 00 6313*47*3321 855*14*on HOLE MONTES EW}6«C*3 • \M6€»S • S^r-WS Authorization No 1772 CRAM'S Br 16.A.5.c Packet Pg. 403 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle) CRANE POINT <3c BIMINI ISLE A REPLAT OF TRACT FD1, TRACT FD2, TRACT LI 7, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PLAT BOOK 64, PAGES 1 THROUGH 6, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. PLAT BOOK PAGE SHEET 5 of 6 w49P-200 CO A-i738*50’4 (,7..■srsrr^\\■IV OCA C8-S0V42*24l \\\\\5 6 3 I P'225.00 4-rjVi** t-26 77 CB-WTM-lrt 1-26 79 I72f s>5 OCA-i- J 50 s8ii» OCA-91 4 I I10-sTRACT TV'SIOSr'v P-70.004-7rvnr - C-88*3 C8'S4754'4B*1 __1-87.66 1 3 12 (CA. 1)TRACT 121 PB 64. PC 1-4;150~0CA — OCHA 5-2 27.2M stYRACT 4mxTch^n^!] ——"Sheet & J. r r’5' Ni \^£'rr' KU JLT\^V~ CT74 REC3 (CA. RCCREATK*)ft ** -csorovTn K U* >8 44. PC 1-4 P-5.00 d-WOO’OO* -C-707 C8-M3752 59H 15 OCA wjim.;'V OCA OH* 5- NBl58’38l ...... m*cr »CC4 v/a'1500 P-70 .7SSHC8-M5r21‘44^ » 1-87.14 \ 4-7r I I 10*7*0 -—law—I_„__LX____/ TRACT REC2 (CA. RECPCAnONl 177.739 SF /P-770.00 4-7831'43' —C-13105 C8-«072n3* 1-134 44 i //i /si✓ ~~~1 F V r-I / /'V'V/>-V'V20’ l* P8 44 PC 1-4 /'0 PMP-180 00 4-35 4 7*54* -C-110 44 c8-soro4it*c 1-112.44 * / ±:-m^W1/-V/l '7/,si DETAIL\5-1/. , P-67500 // 'A 6-12854*18“/ / —C-1207 44 ' f /C»-53J7J*4?> / 1-1495.07 / // \N MATUs' \A //\ciosi/\/.nini'srts' oc/it rax /”St 1*WI SSC2\ /1 ’*% „ Ls7roini SIJ» /t \\I Queue \^—mib-sboh\\C8 2500 8000*00*35 34 53752581 38 27 1* - 40- TRACT 121 \j/8843*55*3527 M5I5T581 PIAT BOUMCAPTGRAPMC SCALE \///C66 2500 830*08*264 Niff 22061 284IP-22000 4-IT 34*04’ C-T2M8 i—“ C8-NOT 10*11> 1-124 02 \/' /wu^r 15*0824* •435*’4031 ///C104 44500 144.44 KT32501 170 44 DETAIL 5-21////85454’N8858*371 8552/BCAMC** ■ - 50*Cl 19 TOCO 2541*95*3112 H47-12 52M 31.38,7i C120 70.00 3757*56’38 72 N7V32*24\Ic 40 28 \ TRACTI'I I 021 44500 0-12*47*240 H8759-221P 2.40 \Is1804*58*52157*02117 18 •IX' I i 023 70.00 5753*24*43 44 555-54*141 4584I ; I 024 6/5.00 958*40“117.01 S8807*23l 117.15 025 8/5.00 3114748 48*N8529531 3114!024 6/500 713*13*850/NW28421 8513 L21 I 027 67500 4-14*42*50 00 N7844 341 50.01 j I 021 67500 10740*35*■Or 18*5411054.14 1209.63 DETAIL 5-3 RAPiis Rfsw* c*at PB 64. PC. 1-6 IV OCA-P-705 00 6-355746* \ C-434 3V—p C9-50ri83l1 » 1-441 46 \r • »■\> 1\>\U"^\\\\ — AT CT2^ \ _\\\ «C2 J.--r-C®CUEI\\ w\ \\-10'V* UW (Pul BCWtOfcQr)5 \\\\ \\I \\THIS INSTRUMENT WAS PREPARED BY JOHN J. HILTON, LS #6278\\i \KMP- 70.00 6-485513* 950 Encore Way Nap*«*. FL 34110 Pnone (239)254-2000 HOLE MONTES Flonda Certrfcaie of («actP3-:uMC><-swc«5 AutNxuatioo No 1772 \o-ierir.n ”/\ sA\ v\-.A- 3-q 16.A.5.c Packet Pg. 404 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle) CRANE POINT <3c BIMINI ISLE A REPLAT OF TRACT FD1, TRACT FD2, TRACT LI 7, TRACT REC2 AND TRACT REC3, NAPLES RESERVE CIRCLE, A SUBDIVISION RECORDED IN PLAT BOOK 64, PAGES 1 THROUGH 6, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. PLAT BOOK PAGE SHEET 6 of 6 : ChQRQ BCAftiMG S 34*57*44* cN■ChQRQ ARC LENGTHL7675.00'15.45'I C130 :55r ^9 46 cy SE N 05*00*56* T 39 17* 89*46*55*N 64*49‘30~ 110 N Sa04,50k £ m N XTO?*' I 83.0C \\\ : M i 65.00i!*c^32 90*N 36~50'01*~r/\:1/M ~35~d 58* 46*54*33 S3'\/\Mi 2 3 60* 11 '44*\/V 9.87'\555.00*33'11* 17*335 52*340,85* 20 t C137 m 00*W >. 5 rs9'i6" r 77 66*\iM7» y :c 94.90*\2\-M--f£&--it#IF 2 45 f 73 39**;\\/£VV \45 04*56" E 327,39* S 86*33*09*GRAPHIC SCAlL 205.00*- A- - 1*S 79*26*23* T 20 03*4s•if W \C145 205.A 7389' 358 33* S 09*42 52 E H 61 74 30*V 9*00 10 731,73'*'I cu he 20 Q4'19: ! 5 \216.06*I3J32Cl s*;:1#"•9:4i . ■*180 50'09* 14*49* f 188.09*:22 Cl 52 190.00* 190. 12 33*•rifW • 13000* I®N 39*27*58* ~E~12 33*:£1i: i <£>DETAIL 6-1« (-iff .ffp-J I 190 00*ir 16*47*S 24*49*39* ~w~53 99*il ■> i/40-39*26*69 48*2Vb9‘SQ" w"/IIII5 -8 c*>100.00*31*37*13*54 49 2y 30*58"55.19*I!i.r. 30*•-/9 C157 I Ktfg 9*02'13*•5 ‘05*11*13* w~*5 77*I! l /is C158 45.00*91*30*05*64,4 71/II6■ Iff 19*51* 9 13000*S 11*30 24* £:/.C160 | 4S001'67-09*04**h S 57*15 26 E : ■ r cA BLOCK„2,3.f/245.00*29*36*58*25 73’H 74*21J34*~r 126.64 III 23 26* E 57,95*17 /I *A C1&3 34*58* E 68 68*ID G? /XJ“.100.00*•!38 55*38.79*I W19\r ■ 131 j4* (lU)III 100 00**«/?7*n 58*3 19/w 8919*53* 9 13000*100-00*TT : ’ - •*+§:III: I I TRACT 121 C168 HE *7 H 69-37*30* T N 54*26*39*~T 255.81*I I I a 24: !?*:I! I : '16*48*30* 109.62*N 67*1 ttM 110.01*lc I r»3 • -1 fk 89*19*53* 1 I 375.00*"* ':'88 50*I I I ■| IS a/3 25 S 10.011 sr c I »arinr » ioo.oo' 267 60'N 69~37'30yT ",ru' ■—.1- II- M/«Jl I. L«S rs 13000*¥%N 69*37’30yT~ ■ T7 5'J 13000*N 50*55*51* t 12.58*NAPLES ttSCFVl C«CU PB 64. PC 1-6 i TRACT 0S1 N^PUES RISER* C*Ol j P,B. M. PC 1-6 Cl 75 425.00*10*13*04*H 56*!^«*v*’** ?425.00*9*47*50*72.58*1 5I SETBUO10.075 y 425.00*9*47*50*N 76*41*33* T~72 67*I1'i P2 W H B5‘22*45* EIWMS «S<«M F I Cl 79LSI S 45 04*56*~T 119.78*I! I N 8ff 14'53‘ t 130 00'86'33*09* fTPt 53. PC 89-101-15*27*58*S 74'32l22* E y!a 'll 46*42*31*S 43*27*07* ETRACT LI8 NAPLES RESERVE ORCU P8 64. PC 1-6 -<■ .‘ 9*27 03’S 09*42*52* E 27 18*y l.-W¥S4>C«’56JF 79 85*5 lig S 45’04’56'T 319.40'y.• v up 8919*53' ■ l!I 19*5r « I /.f 48*34*27*168 64 'S 52*23*11* T 173.79*1 ui .*Cl 87 205.00*Y::r:r 28 61*S 24*05'55' E;u V C188 175.00*91*30*05*250 71*S 45*04*56* T 279 48*-fi »■ isToo Ii s arinr « imaf , I ! I I 27 175 00*67-Q9‘Q4*S 5715*26*1"20S. 10'\\ \ \\ \\ \ \N 5>m^chune \ X\ 9 880 y 175.00*24*21*01'i i S 1 V30'24*~T~I I I \mi 111 H 8919 53' ■ 130 \C192 5C VS !?*::!*35*00*24*59 93*t 60.00*?48*4Q'35‘99 09*N 54 59*38*260.41**\60 00*WeMI32 81 H 53*28 32' f 3324*28I \o°;1¥in 09*14*49 E 59 4Q*23s12*-woo 6-6955*'3*s 10075 y?4T28'l8*59 4Q* I I I 51*4 3*30*S 78*16'23" W S 4742*30* W~ 54.17*n ?i c-f'5 C198 SOW ir2B*1>"20.29*HI *7*41*T -8«20 r73 6R 19*53* ■- -|h- 15' OC/Tjl fk 88*19*53' ■- 1 60.00*371 &3338 TT1F S 16*49* 14* W H 51 29*56* f N 58*14*58* E n'7~7?3'43* l 33 63* 130 00*225.00*11.12* ’30 00'¥£-m¥Sli K/C111 Fm’:555.00'935*41*N 7T 17*38* E 83^5’291 1 x\225.00 754*24*S 48*37*46*~'l 10.075 y 12912 yl!l A C205 -C20T 70,00*14*57*34*18 22*35*11*31* E 18.28* I :15*43*02*19.14 N 0711*24" '19.20IIIW 8919*53' ■ 13090*f'C'*C207 195 00 19*38*46*S 8910*02' ■ 180 98*S 09 09*16* E35-ei T b.75 00 754’57*N i7*3i'ny77 50*10 !*\11X 22*45'48*29.60 N 04*40*48" '29 80 *II «ylJ9.880 y A 34 11622 y %545.00*rsi435d 65*55*35* i 74,76*15*I?I I I 53 I J.C211 55 00*19«2'27'18 82*V0'30 \ \ 10 PVIC-, N 8919*53' » 130.00* 'S. 32 d >0.075i. 3,„ 9.879 13*50*59*245.675 S»« 33 M.643 V! i \40* 4 4'22*47.39'7 3* 20*4 4 d E 48 40*US 10' PU[I I I 144,65*10* 45’25"27.16’\%::\111 L"m,I ii.^•oo'53*57‘40*63 52*N 00*43J53h T 65.93* 11.011 ST Q M 1 'II I I mnW' 1i ]r~»*?i y,.JvtSF111%<10% GALLEY V * TRACT R2 91.51 (»/•. «. oc. cue 4 me) s (f.COURTI I I &f"-'i— I \\\' \ *s 334 94*2N 8910 02' 1 N 891007*|[;v\.8 ’£ IM1 1117!-----725Sii;15*3 18 10 892 yv;ii aa io.m; /2 iff THIS INSTRUMENT WAS PREPARED BY JOHN J. HILTON, LS #6278 567 %\>)r ///! 10 643 y‘He 11.145£,o'V-i TRACI 123£HJVII 950 Encore Way Naples. FL. 34110 Phone (239)254-2000 Florida Certificate of Authonzation No.1772 yiw> /'v »’t T«nycK&o'TRACT OS1 NAPUS RESERVE ORat P.8 64. PC 1-6 it -->-— ///C 14?6519*NAPUS RESERVE PHASE I PB 53. PC 89-101 Mjr 1 HOLE MONTES nMCTRS • »UM« ^ • SURvFWS _____■\\ I [JKAW'VCRAM, BIMIM d«9 16.A.5.c Packet Pg. 405 Attachment: Plat Map (7592 : Final Plat - Crane Point & Bimini Isle)