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Agenda 01/22/2019 Item #16A401/22/2019 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 amended final plat of Azure at Hacienda Lakes - Phase 2, (Application Number PL20180002205) 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 of the amended final plat of Azure at Hacienda Lakes, Phase 2, a subdivision of lands located in Section 23 and 24, Township 50 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 recordin g purposes concurrently. CONSIDERATIONS: On October 10, 2017, the Board approved the final subdivision plat for Azure at Hacienda Lakes - Phase 2 PL20170001741. The developer has subsequently converted the 56 multi- family units within Phase 2B to 44 twin villa units, modified the previously approved 77’ lots within Phase 2A to 59’ lots, and adjusted the utility infrastructure and plat to accommodate the changes, necessitating this additional approval by the Board. According to Section 10.02.04 B.5.b of the Land Development Code, following approval by the Board of the final subdivision plat, but prior to recordation, the Board may approve amendments to the final subdivision plat. The Development Review Division of the Growth Management Department has comple ted the review of the construction drawings, specifications, and amended final plat of Azure at Hacienda Lakes - Phase 2. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Hacienda Lakes MPUD, Ordinance 11-41. 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 Su bdivision 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. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Development Review Division recommends that the amended final plat of Azure at Hacienda Lakes - Phase 2 be approved for recording. FISCAL IMPACT: The project cost associated with the amended final Plat for Azure at Hacienda Lakes - Phase 2 is $1,547,867.40 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $ 637,125.86 b) Drainage, Paving, Grading $ 910,741.54 The Security amount, equal to 110% of the project cost, is $1,702,654.14 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: $47,556.01 16.A.4 Packet Pg. 359 01/22/2019 The Fees are based on a construction estimate of $1,547,867.40 and were paid in August 2018. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,120.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 4,778.44 c) Drainage, Paving, Grading (.75% const. est.) $ 6,830.56 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ 14,335.33 e) Drainage, Paving, Grading (2.25% const. est.) $20,491.68 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 amended 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 amended final subdivision plat, it shall state reasons for such denial or conditions. The original final subdivision plat was approved by the Board on October 10, 2017. 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. The applicant’s proposed changes to the originally approved final subdivision plat are not considered minor and insubstantial, and therefore this amended final subdivision plat requires Board approval. 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 amended final plat of Azure at Hacienda Lakes - Phase 2 (Application Number PL20180002205) for recording with the following stipulations: 1. Approve the amount of $1,702,654.14 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.4 Packet Pg. 360 01/22/2019 ATTACHMENT(S) 1. Location Map (PDF) 2. Opinion of Probable Cost (PDF) 3. Plat Map (PDF) 16.A.4 Packet Pg. 361 01/22/2019 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.4 Doc ID: 7590 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 amended final plat of Azure at Hacienda Lakes - Phase 2, (Application Number PL20180002205) 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 9:30 AM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 12/17/2018 9:30 AM Approved By: Review: Growth Management Development Review John Houldsworth Additional Reviewer Completed 12/17/2018 10:15 AM Growth Management Department Judy Puig Level 1 Reviewer Completed 12/17/2018 1:27 PM Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 12/18/2018 12:22 PM Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 12/18/2018 12:24 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 12/18/2018 1:21 PM Growth Management Development Review Chris Scott Additional Reviewer Completed 12/20/2018 3:33 PM Growth Management Department Matthew McLean Additional Reviewer Completed 12/20/2018 4:46 PM Growth Management Department James C French Deputy Department Head Review Completed 12/20/2018 5:19 PM County Attorney's Office Scott Stone Level 2 Attorney Review Completed 12/21/2018 8:22 AM Growth Management Department Thaddeus Cohen Department Head Review Completed 12/26/2018 2:13 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 9:48 AM County Attorney's Office Emily Pepin CAO Preview Completed 01/02/2019 10:40 AM Office of Management and Budget Allison Kearns Additional Reviewer Completed 01/03/2019 3:05 PM County Manager's Office Heather Yilmaz Level 4 County Manager Review Completed 01/14/2019 3:56 PM 16.A.4 Packet Pg. 362 01/22/2019 Board of County Commissioners MaryJo Brock Meeting Pending 01/22/2019 9:00 AM 16.A.4 Packet Pg. 363 AZURE AT HACIENDA LAKES – PHASE 2 LOCATION MAP 16.A.4.a Packet Pg. 364 Attachment: Location Map (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Wastewater $419,250.97 Water $217,874.89 Subtotal $637,125.86 Drainage $456,981.78 Paving $401,234.96 Earthwork $11,924.81 Landscape $27,000.00 Lighting $13,600.00 Subtotal $910,741.54 Total $1,547,867.40 10% O&M $154,786.74 Grand Total $1,702,654.14 Notes: 1) 2) 3) Jacquelyn M. Larocque, P.E. Date Florida License # 85247 COA #8636 This Opinion of Probable Cost (OPC) shall be used for permitting purposes only. This OPC is based on the engineer's understanding of the current rules, regulations, ordinances, and construction costs in effect on the date of this document. Interpretations of these construction costs may affect this OPC, and may require adjustments to delete, decrease, or increase portions of this OPC. All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs. These costs are subject to change due to unpredictable and uncontrollable increases in the cost of concrete, petroleum, or the availability of materials and labor. Opinion of Probable Cost - REV02 Azure at Hacienda Lakes - Phase 2 (PPLA) SUMMARY November 13, 2018 16.A.4.b Packet Pg. 365 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Redonda Drive, Montserrat Drive, & Caicos Way (Single-Family) WW-1 Television Inspection 2,154 LF $2.00 $4,308.00 WW-2 6" Single PVC Sewer Service 17 EA $1,500.00 $25,500.00 WW-3 6" Double PVC Sewer Service 21 EA $1,800.00 $37,800.00 WW-4 8" PVC Sanitary Sewer SDR-26 (0-6')173 LF $42.00 $7,266.42 WW-5 8" PVC Sanitary Sewer SDR-26 (6-8')338 LF $50.00 $16,912.00 WW-6 8" PVC Sanitary Sewer SDR-26 (8-10')621 LF $59.00 $36,615.40 WW-7 8" PVC Sanitary Sewer SDR-26 (10-12')416 LF $73.00 $30,364.35 WW-8 8" PVC Sanitary Sewer SDR-26 (12-14')606 LF $62.00 $37,584.40 WW-9 Manhole 4' Diameter with IET Coating (0-6')1 EA $5,200.00 $5,200.00 WW-10 Manhole 4' Diameter with IET Coating (6-8')2 EA $6,280.00 $12,560.00 WW-11 Manhole 4' Diameter with IET Coating (8-10')2 EA $7,335.00 $14,670.00 WW-12 Manhole 4' Diameter with IET Coating (10-12')2 EA $8,800.00 $17,600.00 WW-13 Manhole 4' Diameter with IET Coating (12-14')2 EA $9,950.00 $19,900.00 WW-14 Connect to Existing Sewer 2 EA $5,000.00 $10,000.00 SUBTOTAL =$276,280.57 St. Lucia Drive & Cayman Drive (Multi-Family) WW-1 Television Inspection 996 LF $2.00 $1,992.00 WW-2 6" Double PVC Sewer Service 27 EA $1,800.00 $48,600.00 WW-3 8" PVC Sanitary Sewer SDR-26 (0-6')508 LF $42.00 $21,320.46 WW-4 8" PVC Sanitary Sewer SDR-26 (6-8')214 LF $50.00 $10,718.50 WW-5 8" PVC Sanitary Sewer SDR-26 (12-14')158 LF $86.00 $13,582.84 WW-6 8" PVC Sanitary Sewer SDR-26 (14-16')116 LF $110.00 $12,766.60 WW-7 Manhole 4' Diameter with IET Coating (0-6')1 EA $5,200.00 $5,200.00 WW-8 Manhole 4' Diameter with IET Coating (6-8')3 EA $6,280.00 $18,840.00 WW-9 Manhole 4' Diameter with IET Coating (12-14') DROP 1 EA $9,950.00 $9,950.00 WW-10 Connect to Existing Sewer 1 EA $5,000.00 $5,000.00 SUBTOTAL =$142,970.40 TOTAL =$419,250.97 WASTEWATER 16.A.4.b Packet Pg. 366 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Redonda Drive, Montserrat Drive, & Caicos Way (Single-Family) PW-1 Connect to Existing Water Main 2 EA $3,000.00 $6,000.00 PW-2 8" PVC Water Main (C900, DR18)2,197 LF $24.00 $52,718.40 PW-3 8" PVC Water Main (C900, DR14)88 LF $26.00 $2,295.28 PW-4 10" PVC Water Main (C900, DR18)111 LF $31.00 $3,449.37 PW-5 8" Gate Valve 4 EA $1,500.00 $6,000.00 PW-6 1" Single Water Service, Complete 12 EA $695.00 $8,340.00 PW-7 1.5" Double Water Service, Complete 24 EA $910.00 $21,840.00 PW-8 Temporary Blow-off w/ Bacterial Sample Point 2 EA $2,200.00 $4,400.00 PW-9 Fire Hydrant, Complete 7 EA $4,300.00 $30,100.00 PW-10 Automatic Flushing Device 1 EA $5,000.00 $5,000.00 SUBTOTAL =$140,143.05 St. Lucia Drive & Cayman Drive (Multi-Family) PW-1 Connect to Existing Water Main 1 EA $3,000.00 $3,000.00 PW-2 8" PVC Water Main (C900, DR18)1,140 LF $24.00 $27,366.48 PW-3 8" PVC Water Main (C900, DR14)54 LF $26.00 $1,400.36 PW-4 8" Gate Valve 2 EA $1,300.00 $2,600.00 PW-5 1" Single Water Service, Complete 9 EA $695.00 $6,255.00 PW-6 1.5" Double Water Service, Complete 21 EA $910.00 $19,110.00 PW-7 Temporary Blow-off w/ Bacterial Sample Point 1 EA $2,200.00 $2,200.00 PW-8 Temporary Blow-off 1 EA $2,200.00 $2,200.00 PW-9 Fire Hydrant, Complete 2 EA $4,300.00 $8,600.00 PW-10 Automatic Flushing Device 1 EA $5,000.00 $5,000.00 SUBTOTAL =$77,731.84 TOTAL =$217,874.89 POTABLE WATER 16.A.4.b Packet Pg. 367 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Redonda Drive, Montserrat Drive, & Caicos Way (Single- Family) D-1 12" HDPE 935 LF $20.00 $18,700.00 D-2 15" RCP 352 LF $36.55 $12,860.15 D-3 18" RCP 414 LF $50.00 $20,684.20 D-4 24" RCP 794 LF $68.00 $54,005.87 D-5 36" RCP 397 LF $105.00 $41,685.00 D-6 18" Flared End 1 EA $2,325.00 $2,325.00 D-7 24" Flared End 4 EA $2,500.00 $10,000.00 D-8 36" Flared End 1 EA $3,275.00 $3,275.00 D-9 Valley Gutter Inlet 10 EA $2,450.00 $24,500.00 D-10 Yard Drain 7 EA $900.00 $6,300.00 D-11 Grate Inlet 4 EA $3,000.00 $12,000.00 D-12 Grate Inlet, removed 1 EA $3,000.00 $3,000.00 D-14 36" RCP, removed 35 LF $80.00 $2,800.00 D-15 Junction Box 2 EA $2,750.00 $5,500.00 D-17 Control Structure, Relocated 1 EA $5,000.00 $5,000.00 D-18 Type H Inlet, Relocated 1 EA $5,000.00 $5,000.00 SUBTOTAL =$227,635.23 St. Lucia Drive & Cayman Drive (Multi-Family) D-1 Valley Gutter Inlet 6 EA $2,450.00 $14,700.00 D-2 Valley Gutter Inlet Bottom w/ Temp Grate Inlet Top 4 EA $2,250.00 $9,000.00 D-3 Grate Inlet 3 EA $3,000.00 $9,000.00 D-4 Junction Box 1 EA $2,750.00 $2,750.00 D-5 Yard Drain 3 EA $900.00 $2,700.00 D-6 15" HDPE 297 LF $21.80 $6,474.60 D-7 15" RCP 29 LF $36.55 $1,059.95 D-8 18" RCP 206 LF $50.00 $10,300.00 D-9 24" RCP 438 LF $68.00 $29,784.00 D-10 36" RCP 444 LF $105.00 $46,620.00 D-11 42" RCP 191 LF $186.00 $35,526.00 D-12 24" Flared End 1 EA $2,500.00 $2,500.00 D-13 42" Flared End 1 EA $3,500.00 $3,500.00 D-14 Bulkhead (for future connection)2 EA $1,245.00 $2,490.00 SUBTOTAL =$176,404.55 Phase 3 Drainage D-1 24" Flared End 3 EA $2,500.00 $7,500.00 D-4 24" RCP 569 LF $68.00 $38,692.00 D-6 Valley Gutter Inlet Bottom w/ Temp Grate Inlet Top 3 EA $2,250.00 $6,750.00 SUBTOTAL =$52,942.00 TOTAL =$456,981.78 DRAINAGE 16.A.4.b Packet Pg. 368 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Redonda Drive, Montserrat Drive & Caicos Way (Single Family) P-1 3/4" Asphaltic Concrete (Type S-III) First Lift 5,909 SY $5.00 $29,547.41 P-2 3/4" Asphaltic Concrete (Type S-III) Second Lift 5,909 SY $5.00 $29,547.41 P-3 6" Limerock Base (Compacted and Primed)5,909 SY $8.00 $47,275.86 P-4 12" Stabilized Subgrade 7,466 SY $5.00 $37,329.33 P-5 2' Valley Gutter 4,667 LF $11.00 $51,338.76 P-6 Handicapped Curb Ramp w/Detectable Warning 4 EA $500.00 $2,000.00 P-7 5' Concrete Sidewalk 2,587 SY $32.00 $82,791.11 P-8 Signing and Marking 1 LS $2,500.00 $2,500.00 SUBTOTAL =$282,329.88 St. Lucia Drive & Cayman Drive (Multi-Family) P-1 3/4" Asphaltic Concrete (Type S-III) First Lift 2,861 SY $5.00 $14,305.00 P-2 3/4" Asphaltic Concrete (Type S-III) Second Lift 2,861 SY $5.00 $14,305.00 P-3 6" Limerock Base (Compacted and Primed)2,861 SY $8.00 $22,888.00 P-4 12" Stabilized Subgrade 3,612 SY $5.00 $18,060.00 P-5 2' Valley Gutter 2,251 LF $11.00 $24,761.00 P-6 Handicapped Curb Ramp w/Detectable Warning 2 EA $500.00 $1,000.00 P-7 5' Concrete Sidewalk 659 SY $32.00 $21,086.08 P-8 Signing and Marking 1 LS $2,500.00 $2,500.00 SUBTOTAL =$118,905.08 TOTAL =$401,234.96 PAVING 16.A.4.b Packet Pg. 369 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Redonda Drive, Montserrat Drive, & Caicos Way (Single- Family) EW-1 Single Row Silt Fence 3,175 LF $1.75 $5,556.86 EW-2 Double Row Silt Fence 1,269 LF $2.50 $3,172.50 EW-3 Sod (1' Behind Curb)518 SY $2.00 $1,036.44 SUBTOTAL =$9,765.81 St. Lucia Drive & Cayman Drive (Multi-Family) EW-1 Single Row Silt Fence 948 LF $1.75 $1,659.00 EW-2 Sod (1' Behind Curb)250 SY $2.00 $500.00 SUBTOTAL =$2,159.00 TOTAL =$11,924.81 EARTHWORK 16.A.4.b Packet Pg. 370 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount Required Buffers: LA-1 Code Minum Buffers - PPL 1 LS $27,000.00 $27,000.00 SUBTOTAL =$27,000.00 LANDSCAPE 16.A.4.b Packet Pg. 371 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Item #Description Estimated Quantity Unit Unit Price Amount L-1 Street Lighting 17 EA $800.00 $13,600.00 SUBTOTAL =$13,600.00 LIGHTING 16.A.4.b Packet Pg. 372 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Plat Review Fees: Residential only: $1,000.00 Plus $5.00 per acre (round up to the next acreage) Number of Acres =24.00 1,120.00$ Non-Residential only: $1,000.00 Plus $10.00 per acre (round up to the next acreage) Number of Acres =0.0 N/A $50 Fire review 50.00$ COA application fee $200 + $25 per D.U. or per 1,000 sq. ft. commercial ($5,000 max.) Dwelling Units=104 2,800.00$ N/A $2,500 Environmental Impact Statement review N/A $1,000 Listed Species Survey (when EIS is not required)N/A $250 Site Clearing fee (first acre or fraction of an acre, round acres up to next whole acre) $250 for the first Acre N/A plus $50 for each additional acre or fraction of an acre :($3,000 maximum) # of acres N/A Total Acres to be Cleared = 0.0 N/A Utility Modeling and Analysis fee $1,000 (only applies if zoned PUD or DRI)1,000.00$ Utility Plan Review & Inspection Fees Water + Wastewater Cost Estimate =637,125.86$ Utilities document review – 0.75% of probable water/sewer construction costs 0.75% x Cost Estimate =$4,778.44 $4,778.44 Utilities Inspection Fee –2.25% of probable water/sewer construction costs * 100% of Construction Inspections fees to be paid prior to Pre-Construction meeting 2.25% x Cost Estimate =$14,335.33 --------- Paving, Grading, Landscape, Lighting, & Drainage Review & Inspection Fees: Cost Estimate =$910,741.54 Construction document review – 0.75% of probable roadway, paving & drainage construction costs 0.75% x Cost Estimate =$6,830.56 $6,830.56 Construction inspection – 2.25% of probable roadway, paving & drainage construction costs * 100% of Construction Inspections fees to be paid prior to Pre-Construction meeting 2.25% x Cost Estimate =$20,491.68 --------- Excavation Review Fees Application Fee (Private Development)=$400 N/A Prepaid 12 Month Inspection Fee N/A $200 first 5000 c.y.; $10 per additional1000 CY;maximum of $20,000.00 Cubic Yardage -$ SUB-TOTAL:16,579.01$ PRE-APP CREDIT:-$ TOTAL:16,579.01$ PPLA FEE Environmental Health Review Fee (if applicable) 16.A.4.b Packet Pg. 373 Attachment: Opinion of Probable Cost (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) Azure at Hacienda Lakes - Phase 2 PLAT BOOK___PAGE_____ SHEET 1 OF 5 A RE PL AT OF A PORTION OF TRACT “FD1". AZURE AT HACIENDA LAKES. RECORDED IN PLAT BOOK 62. PAGES 13 THROUGH 21 L Y/NC WITHIN SECTIONS 23 AND 24, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. DfD/CA T!ONS/P€SCR VA PONS . or FI OR to A COUNTY Of COLDER BY THESE PRESENTS OWNIR TOLL DU!TED PARTNERSHIP. IANOS DESCRIBED HEREON. FLORIDA DU! TED PLATPARTNERSHIP (DEVELOPER), ENTITLED "AZURE AT HACIENDA I AXES PHASE 2’ TO BE HADE AND DOES HEREBY. CAUSED DEDICATE TO AZURE AT HA COE NO A LAKES HOUEOWNfRS' ASSOCIATION. INC.: I TRACTS ’R‘ DEPICTED HEREON. RESERVATIONS A NO SHARED USES WAIN COUNT* H. ~R1' FOR PRIVATE ROAD RICH r-Of-RAY (ROW). AS HEREINAFTER SET ~RT ARE private rights-Of-way SUBJECT TO EASEMENTS FORTH RfSPOHSmi'r N*CH COL HRTENAHCETRACTS RESPONSIBILITY FOR UAiNTfNANCE >3 IScrs ‘oss’ ‘ose: ’os/’, ’osa’ HEREON NTH RESPONSIBILITY FOR AND ‘OS9’ AS OPEN SPACE. SUBJECT UAIN TENANCE ■EASEUENTS COUECCwOOO RATTLESNAKE RO ACTS ’PUE!’. ’PUl2’. ‘PUiJ’. ’PUE4 ' ANO ’PUES’ AS OPEN SPACE. LARON PURPOSE OF ~ EASEUENTS Ca(ANOSCAPINC ANO IRRIGATION. SUBJECT HEREGN. NTH RESPONSIBILITY FOR UAIN TE NANCE UAIN TFNANCE COUNTY APPROVALS COUNTY CNONfFPACCESS EASEUENTS (A E )DIRK TED.RESPONS&UTY rOR UAIN TENAHCE.£23PtNCATtON EASEUENTS Of/ FOR OPERATION OF 0HHCATKN FACAlVS TO ANO NOT INCONSISTENT FOR UAIN TFNANCE T>* PURPOSE Of CONSTRUCTION. atSTAlLABOH. UANTlNANCE TENANCE PROAOED USES BY THE COLLfP COUNTY 22 T*S PLAT APPRO KD BY n* GROWTH UAHAGfUfH I DfPAO THEN ’ OF COLL€R COUNTY. riORKA. THIS3SS8TANO USES BE SUBJECT District hath respc LANDSCAPE RESPONSIBILITY FOR RfSPONS/BKiTY FOR DAY OF 201A AO TER-SFWER _______2 SA8A*. PALU ROAD JACK MCKENNA, Pf COLLIER COUNTY ENGINEER ;BUFFER EAStUCNTS (l B E) FOR t ANOSCARR/C UAIN TENANCE BUFFER PURPOSES 27 26 23 LOCATION MAPB DEDICATE TO THE HACIENDA /AKES COMMUNITY DEVFL OPMFNT DISTRICT:COUNTY SURVEYOR NOT TO SCALEAH ACCESS EASEUENTS (A C) AS DEPICTED. UA IN TENANCE EASEUENTS (l UE) AS DEPICTED. J TRACT \25A ~ AS LAKE. FOR THf PURPOSE OF CONSTRUCTION. INSTALLATION. UAtN TENANCl AND OPERATION OF S’OPUWA iFR/DRAtNACt FACADES, RESPONSIBILITY FOR UAIN TFNANCE NO RESPONSIBILITY FOP UAIN TENANCE.THIS PLAT REVERED BY THE COWER COUNTY SURVEYOR ________________20IB. AD _____DA Y or RESPONSIBILITY FOR UAIN TINANCF SUBJECT TO THE EASEUENTS DEPICTED HEREON. COLDER COUNTY SURVEYORNOTICE: DRAINAGE EASEUENTS (DC OPERATION ) AS OEPKTED, FOR THE PURPOSE OF CONSTRUCTION. INSTALLATION, OF STORUWATER/VRAINACE rACUITIES, WITH RESPONSIBILITY FOR (DC) AS T/ON AND THIS PLAT. AS RECOROEO IN ITS GRAPHIC FORM. IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANOS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED CN THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY UAIN TENANCE UAIN TFNANCE. COUNTY ATTORNEY THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS_______DAY OF 20'B. AD- A RIGHT OF ACCESS OVER THOSE AREAS WCATFD ON DEPICTED. FOR THE PURPOSE Of ACCESS TO THE “ OPERATION OF STORUWATFR/DRAtNACE FACUITIES ~ DRAINAGE EASEUENTS CONSTRUCTION. INSTALL A RESPONSIBILITY FOR UAIN TENANCL SCOTT A~STONE ASSSTANT COUNTY A TTQRUEYC DEDICATE TO COLDER COUNTY WATER-SEWER DISTRICT: COUNTY uTKiTY EASEUENTS (CUE / FOR POTABLE WATER. NON-PC TABLE RPKATXJN EGRESS RKhT\ anr*t TRKT TO OPERA TF ANC ANO/OR WASTEWATER SYSTEU(S) OR PORT*ON(S) APPROPRIATE. APE PROVOED TO THf COLLAR UAIN Tain POTABLE WATER. NON-PC TABLE IRRIGATION WATER ANO/OR WASTEWATER UTILITY SYSTEUS OR PCRnON(S) THEREOF WITHIN THE PLATTED WATER-SEVER DISTRICT ANO. WHERE APPl DISTRICTS CONNECTING UTILITY FACILITIES UAiN TENANCE Of THE SURfACl EASEUENT AREA THEREOF ANO "CRESS COUNTY WATER-SEWER AfO C*S COUNTY COMMISSION APPROVAL "LAI BOARD Of DAY y___ THE OFFICE APPROVED COUNTY COUUiSSiGNERS OF ___________________2018. A D PROUOED TING BY THf THIS____ PLAT IS FILED CP CIRCUIT COURT OF COLLIER COUNTY. FLORIDA RECORDING REGULAR OPEN UEE HR COUNTY. FLORIDA. THAT THE AREA AFTER FINAL •CABLE. TO R/STAl WITHIN SUCH EASfUlNT(S), CONVEYANCE THf COLL. f TO •ER THE COU COUNTY RESPONSIBILITY ER i ATFR COUNTY - strep WITNESS WHEREOF. DAY OF______________ UNDERSIGNED OWNER ____2018. AD CAUSED THESE PRESENTS TO BE SKNED THIS_______ WITNESSES 2 APPLICABLE POTABLE WATER. NON-POTABLE IRRlCATON WATER AND/OR WASTEWATER SYSTIU(S) REQUIRE Uf NTS (2004-3').§£ COLlER COUNTY. FiOROA nON(S) FORTH POR THEREOF CONSTRUCTED WITHIN THIS PLATTED ARE A THE COLUER COUNTY BE CONVEYED SIGN A TURlCOUPUANCE ANOY SOLIS, CHAIRUAN BOARD OE COUNTY COUUlSS'ONlPS COL I lER COUNTY. FI QRIDA TOLL FL A FLORIDA LIU/TED PARTNERSHIP LtUiTfD PARTNERSHIPSETITIES STANDARDS AND PROCEDURES ORDINANCE BOARD AS THE EX-OFFlOO GOVERNING BOARD . ACCEPTANCE or THE ADOTIONS. EXTENSIONS ANO/OR lUPROVfHEN'S U7vCLERK COUP TROLL [RAUENDCD. WATER-SfwfR DISTRICT REQUIRED B' THE PiAT BY TOLL SOUTHEAST IP COUPANY. INC A DELAWARE CORPORATION. — GENERAL PARTNERSfCNATU*e~FLUNG RECORD D. DEDICATE PUBLIC UTILITY LASEMENTS (P.UE) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES:I HEREBY CERTIFY COUPLKS STATUTES _______(AM THIS PLAT THE REOUIREUENTS SAID PLAT EX AH NED BY UE AND CHAPTER I//. FLORIDA FILED FOR RECORD PRIN T NAME FURTHER CERTIFY PU, A D. ANO Dm Y Rf CORDED THROUGH ____INCLUSIVE. FLORIDA PLATTED PUBLIC UTILITY fASF Uf N TS OPERA (PUE) SHALL ALSO BE EASEUENTS FOR THE CONSTRUCTION. BON Or CABLE TELEVISION SERVICES PROVIDED HOWEVER, NO BON. UAINnNANCE ANO OPERATION Of CABLE TELEVISION SfRUCtS THE FACILITIES AND SERVICES Of AN ELECTRIC. TELEPHONE. GAS OR OTHER THE EVENT A CABLE TELEVISION COUPANY DAUACES THE FACILITIES Of A PUBLIC SHALL BE SOLE! f RESPONSIBLE FOR THE DAUACES THiS SECTION SHAU NOT APt\ ' TO EASEUENTS GRANTED W OR OBTAINED BY a PARTICULAR ElECIRK. TELEPHONE CAS -1 UTILITY SUCH CONSTRUCTION. INSTALLATION. UAtN TENANCE. ANO OPERATION SHALL THE NATIONAL ELECTRICAL SAFETY COOE AS ADOPTED By .•»<- FIORKEA PuBlK SERvKE INS TAl LA VON. UAIN TENANCE. SUCH CONS TPUC VON. INST A SHALL INTERFERE PUBUC UTILITY , IT S °THf PUBLIC RECORDS OF <COU€* COUNTY.SURVEY NOTES: DiUENSiONS ARE FEET ANO DEQUA15 THEREOF.un>rv. THOSE PRIVATE OR OVCR Puei COURLY COuawssKN UNLESS OTHERWISE NOTED ALL CURVES ARf tancENVAl AND ORCULAR $jg§*&3 BEARHGS roNvsHW so SHOWN *»EON ARf BA- SOUTH. RANGE 24 EAST SfD ON T* WEST L*E Of T* NOR PLAT Of AZURE \ST QUARTER or S AS RECOROEO SECTION 24 N NAT BOOK 62 » TH wf LAKESHAOENOA <NC NORTH ornor EAST ANO RELATE to r* STATE plane COORORArE SYS ten ESTABLISHED DATUU t u VK >NA TONAL CEOOETK SURvf Y FOR FLORIDA EAST ZONE.’990 AOJUSTUENT e. DEDICATE TO COLUER COUNTY SURVEYORS CERTIFICATE4 RfSERVAVONS i 14/6. Of THf PUBL RES IK i rpicnoNS RECORDS ANO COVENANTS OF Of COLLER COUNTY. RECORD RECOROEO FLORIDA OFFICIAL RECORDS BOOK 5355 PACE DRAINAGE EASEUENTS (0 i )OEPKTED RESPONSIBILITY FOR UAIN TENANCE / HEREBY CERTIFY THAT THIS PLAT WAS PREPARED PERFORUED BY Uf. OR UNDER UY SUPERW I//041, FLORIDA STATUTES AND THAT THIS RfOUIRlUtNTS Of CHAPTER IT IS FURTHER CfRTVIED BOUNDARY SURVE Y PROVIDED IN CHAP UR T COUPLKS WITH ALL THE AUENOEO. nORKA PERU AN! NT REFERENCE UONUUEN 3 SUPPLEUEN1AL OROE. RIDA 6 THf GRANT Of fASEUf BLANKfT l AST UF NT OVER ' OXCT LAKES DECLARATION ial r UAS TER DECLARATION DE COVENANTS. RECORDS BOOK_________ PAGE______Of THf PUB! CONDITIONS AND RESTRICTIONS RECORDS OE COLUER COUNTY. SION. r plaOF ACCESS OVER THOSE ARf AS - RESPONSIBILITY — ........ INDICA TED ITT NANCE THE PLAT AS OP A IN AGE EASEUENTS (DC) FLORIDDEPICTED.rurrs rs WRi BE Rf CORDING OF THiS PLAT AND THAT All PfRUANCNT CONTROL ACCEPTANCE OF \?&RECORDED OCTOBER 19. 20’5 LANDS Pi A TTED HEREBY OFFICIAL RECORDS BOOK 3205. PACE SET . PONLAKE UAIN TfNANCE lASfUENTS (l U E).OEPKTED NO RESPONSIBILITY FOR TS ANO LOT COFTNERS REOUNfD WAPROVfUfNTS UA/N TENANCE PROX WAS APPRO COUUUNH. OXD AS r DEXlG HACKNOA LAKES OPUENT DISTRICT. O. PUO ORO NO NO 12-36 AND LIES WITHIN THE ACCESS EASEUENTS (AC) AS OEPKTED RESPONSIBILITY FOR UAN TENANCE HACKNOA Rhodes a Rhodes land__ John Scott Rhodes === DATEDF DEDICATE TO COLUER COUNTY. /TS FRANCHISEES AND THE GREATER NAPLES FIRE RESCUE DISTRICT: CORPORATE ACKNOWLEDGEMENT JOHN SCOTT RhOOEJT SU NO. 5739 STATE Of FLORIDA COUNTY Of COLUERA NGN EXCLUSIVE ACCESS EASEUENT PFRUUVNG fUFRCENCY UAIN TENANCE (AEJ N SER OVER TRACTS ’R’ VEHICLES A ANO VP/* FOR THE CCESS. WITHOUT R SOLE PURPOSE Of RESPONSIBILITY Till f OHl GOING INS TRUUl N T 20TB. on a PARTNEWSHN ON BEHALF OF SAC ENPVfS Mf CERTIFICATION ACKNOWLEDGED BEfORE UE THIS PRESIDENT rou n PERSONALl Y KNOWN BY KCV4N R BROWN. DIVISION SENIOR WAHf CORPORA VON. GENERAL PARTNER SOUTHEAST LR COUPANY. INC. A lIUtTlD PARTNERSHIP. A nORCA UUtTfD Uf OR has PROOUCED . INSTRUMENT PREPARED B* SCOTT RHQOCS. PSM #373 RHODES & RHODES LAND SURVEYING, INC.v e/C PfSFPVf TO THf DfVFlOPfR. ITS SUCCfSSOPS AND/OP ASSIGNS: (AFFIX SEAL)TX PKHT Of "CRESS ANC EGRESS OX"ACROSS TRACTS ’Pf DRAK/ACE EAStUENTS (Of ) SKMA hAr OF RfPsoN ~fmc~ AcxNorn ipouch t 28 TOO 80NITA GRAN DC DRIVE. StlTf #’07 BONITA SPRINGS.riOWOA ! SO. (23B) 34133 I 403-8163 6897 (239) fL0« 403-8166 !I0A 8USNCSS UCCNSC NAUf OF ACKNOWLEDGER 'YPEO. PRINTED OR STAURED 16.A.4.c Packet Pg. 374 Attachment: Plat Map (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2) 1'Azure at Hacienda Lakes - Phase 2f>ARC£i 2 LEGAL DESCRIPTlONy' •0 The Plat matter RfCOROS PLAT BOOK PAGE rvr. a awe PACES HACfNOA LAX IS. ACCOROWG THROUGH 21 (ViCLUSl*). section 24. township particularly RECOROEO IN PlAt BOO* collier county, noPiOA CAST. SA/O COUiat COUNTY, FLORIDA SHEET 2 OF 5 KEYMAPm50A REPLAT OF A PORTION OF TRACT "FD1", AZURE AT HACIENDA LAKES, RECORDED IN PLAT BOOK 62, PAGES 13 THROUGH 21 LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. PARCEL 1 DCS fOtlOWS PARCEL t LEGAL DESCRIPTIONBEGINNING/- TANGENTIAL CURVE. SAID ROW BEING THE NORTHERl Y PORTION Of TRACT 7Dl‘ A/URE AT HACfNOA RtCOROtO Pi PI AT 800" 62 PAGfS THE PUBUC RfCOROS or COUNTY. SECTIONS 23 ANO 24. TOWHSHP 50 SdUTlEifANCE 26 PAR Ttcu DESCRIBED A PARCfl or l ANO BEING lAXIS ACCORtMNG through riORCA ano ionc EAST. SAIO COU€R COUNTY. FLCRfJA as follows CORNER TRACT "rOT". A JURE HACfNOA iaxes according THROUGH 2’ (KKLUSJ*) or THE PuBUC RECORDS COUfR COUNTY. riORiOA. THENCE CONTINUE ALONG THE EASTERLY BOUNOARY QT SAO TRACT TOT' THE FOLLOWRiC THREE (3) COURSES. COURSE NO. L SOUTHEASTER! V, 170 30 EEET AlONC THE PI AT r it RE or PI At THERE orAS RECORDED 62. PACES (INCLUSl*). BEING* CIRCULAR CUR*. CONCA* NOR THE A 5 TtRl r HAWK A RAOXJS Of CENTRAL ANCLE Of 343152' ANO BUNC SUBTENDED BY A CHORD 167 76 rerr TO A POINT OT REVERSE ORCUIAR RADIUS or 505 00 rett. through a CENTRAL BEARS SOUTH 2220 09' EAST. SOU THE Rt Y ALONG THE ARC or A ORCUIAR CUR*. CONCAVE EASTERl Y HAWK A RADIUS CENTRAL ANGIE OE 4405 32" ANO 9E*K SUBTlHOED BY A ars south asTcor east. 25902 nrr n*Nct south simji' rest a PONT ON A NON- TANCENTUl CUR*. THENCE SOUTHEASTER! Y. ORCUIAR CUR*. CONCA* SOUTHWESTERl Y. HAWK A 2sc co rcer through BEARS SOUTH 4337'!7' EAST. A DISTANCE CURVATURE. COURSE NO. 2 SOUTHEASTERLY. 797.44 EEET AlONC THE ARC Of CUR*. CONCA* SOUTH RES TERL r. HAVING ANGLE OT 78V6 08' AND BEING SUBTENDED BY A CHORD A DISTANCE or 7J7I2 TEET TO A PORiT OT Rf*RSE CURVATURf 265 53 or 345 00 TUT THOUGH TRACT Tpi'. A/URf RECORDED IN PI AT BEGINNING LAKES. ACCORDING TO THE PLAT THEREOF 13 THROUGH riORCA. THENCE CONTINUE ALONG rot' THE rOLLOYANC SEAN (7) COURSES. COURSE NQ 147 50 SCUThfASTERlY 45 12 TE1 AlONC THE ARC OF 4 ORClAAR CUR* CONCA* 875 0C TUT THROUCH A CENTRAL A Nat THE WESTERl Y HOST CORNER HA C!t NO A UNI TAlUl 62 PAGES (INCIUSI*). OT THE PUBUC RECORDS OT COLUfR COUNTY. NORTHERl Y BOUNOARY UNE LfNC TH BEARING l'14'*>' 50 DO' * CQIW L N ra'53'23' f SACPARCEL 2 L NORTH 601429' EAST. '* • W •*•*•'*13 -TANCENTUl CUR*. COURSE NO l-------1UNE TABLE l**LEHCTH ~Bf AthNG 5 C2'3t 39' E SOUTH me STRl r hawk a RAOXJS or 025f 17' AND BE no SUBTENCXD Br A CHORD EAST. A DISTANCE Of 45 12 fffT TO NO 3 SOUTHEASTERLY. 10742 TEfT AlONC IHf CONCA* SOUTHWESTERLY. HA UNO 0r4136‘ to 00chord OfSTANCE Of 156 21 fUT TO 2192 fEET AlONC THE ARC Of RAOXJS Of 533 00 fEET. THROUGH A CENTRAL ANCLE Of 027122' ANO BE INC SUB TENDED BY BEARS SOUTH 3710 48' CAST. 2192 fEET. THENCE SOUTH 535953' WEST. A A NON- TANGENTIAL CUR*. THENCE NORTHWESTER! Y CIRCULAR CUR*. CONCA* SOUTHWESTERLY. HA\ANC A CENTRA! ANCLE Of 0343 34' ANO 9E/NC SUBTENDED BY BEARS NORTH 375124* wes' 29 97 fEET THENCE SOUTH 501720’ WEST. A PORiT A ORCUIAR CuR* CONCA* SOUTHWESTERLY. HAWK A A CENTRAL ANCLE Of 021406' ANO BERK SuBTENOCO BY L6 m: 50 op" Q12931LL 717054' E 117 72'r BEARS SOUTH 2616 52' PORiT Of CONROUNO CURVATURE. COURSE Of A ORCUIAR CUR*. 80000 FEET. THROUGH A JL 19 S 0216 IB' W [ 53 54'N70 OO HI RAOXJS5000A CHORD OfSTANCE Of 70 00 FEET 29 97 fEET AlONC THE CUP* TABUU2122 37'CENTRAL ANGLE SOUTH 225723' EAST. 5000 NORTHWESTER! SOUTHWESTERLY. HA*NC A RAOXJS Of 850 00 FEET THROUGH A CENTRAL ANQf 035210" AMO BERK SJBTEHOCC Br A CHORO FEET TO fEET ALONG THE BERK SUB1 ENDED BY A CHORD BEARS’ 'Vi CUR*RAOXJS DELTA LENGTH'CHORD47‘3Q'04‘ E CHORD BEARING 320 107 34 FEET. COURSE NO. 4 NORTH 705323' EAST A NON-TANGENTIAL CUR* COURSE NO J Of 123 • *-y •25717'2816 32'7Q0Q'875 00'45 12 A PORiT 8708 fEET ALONG THE ARC Of A ORCUIAR CUR*. CONCA* RAOXJS Of 463 00 fEET THROUCH A CHORD OfSTANCE Of 12700 fEET TTEI ALONG THE ARC RAOXJS Of 336 00 fEET THROUCH BEARS NORTH 404943" WEST CRAPrwC SCALE Rf fEET I'mltO'BOO op'•07 43' C3 552''O'87 QB 87 04 N 22V2'*2"A NOH-TANCENtUl CUR*. 1HCNCE NORTHWESTER(CUR* TABLE 25 OO'2Q~J789'34 37 '87623' C BEARS NORTH 2202 42' Rt*RSE CURVATURE. COURSE A CIRCULAR CUR*. CONCA A fEET THROUGH A CENTRAL ANGLE Of BEARS NORTH 187623' EAST. NORTH 615133' EAST net ALONC THE CIRCULAR CUR*. CONCA* SOUTHERLY. HA ARC A RAOXJS THROUCH A CENTRAL ANOE Of 900000' AND BUNC SUBTENOCO BY A CHORO fEET 1HENCE SOUTH 28082r EAST Of CURVATURE. THENCE SOUTHERLY. CIRCULAR CUR*. CONCA* WESTERLY. HA ARC BUNC BEARS SOUTH 157003' EAST. 190 63 fEET CUR*RAOXJS LENGTH CHORO CHQRQ BCARRK 25 00'39 27'S 730827'WtST A OfSTANCE NO 6 NORTHERLY. EASTERLY. HA ARC A RAOfUS 86 50 '20 ' 02 J43152'I9Q 585 • 16776'•... (4J0QBL 25.00'A CHORO DISTANCE Of 11772 fEET THENCE NORTH 413647' WEST J9 2 f 35 36'i- TANGENTIAL CUR*. THENCE SOUTHWESTERl K 210.07 FEET ALONG THE ARC Of A ORCUIAR CURVE, CONCAA NORTHWESTERLY. HAVING A RADIUS 4 4 j 1 • ‘52'259 02'5 03'2001 * L 1160 00'200714'40735'405,26'N 08'33 '30'SUBTENDED CHORD 46300'J‘42‘34'29 97'N S/51'74"1210 00'20517"A DISTANCE OF 3437 FEET A PORiT OF CURVATURE. THENCE EASTERL Y. fffT787 00 fEET THROUCH A CENTRAL ANCLE I317J6'SUB IE NOE O 336.00'.'■!4’0E,‘.13. II'4Q'*9‘4 t"CIO 23.00'I62'I4'54'70 791 49 40'700809’ EBEARS SOUTH 673447' WIST 209*5 FEET THENCE NORTH 023139' WEST A 130 33 FEET ALONG A CHORD DISTANCE 109 2* 787 00'’51738'210.07'209 45'5 6734 47'727 50'26'461J‘33991'336 83'If . . , 4'FEE T,ON A NON- TANGENTIAL CUR*. THENCE WESTER! Y. A ORCUIAR CUR*. CONCAVE NORTHERLY. HAWK A RAOXJS CENTRAL ANGLE OF 0978 39' AMO BERK SuBTENOED BY A FEET THENCE SOUTH 621816' WEST. A powfT or curvature, thence southwesterly. 22 77 feet RAOXJS Of 15 00 06■5839" ANO BUNC SUBTfNOfD BY A CHORD %r,JSL >5 00'86 58'5 9’20 65'■4A *9 ‘THAT BEARS SOUTH 73X3827" EAST A OfSTANCE Of 10596 FEET 192 23 FEET ALONC A RAOXJS Of 4JO 00 FEET. THROUCH A CENTRAL ANGLE SUB 1 NOED THENCE SOUTH 023139' EAST A DISTANCE Of 578 45 FEET TO ALONG HAWK A RAOXJS Of 9OV0OO' ANO BUNC SUBTENOED SOUTH 427871' WEST 3536 fEET THENCE SOUTH C23> 39' CAST A OfSTANCE FEET. THENCE SOUTH 877821' REST A OfSTANCE OF 3*8 '8 FEET PORiT ON Of WESTERLY BOUTKARY OF SAC TRACT 7VI'. OfNCf RUN TV* rouowwNC sat (6) courses along n* boundary or sac NO I NORTH 017607" EAST 76 06 FEET TO A NO. 2 NORTHERLY. 407 35 FEET ALONG THE CONCA* WESTERLY. HAWK A RAOX/S OT 1.16000 ffft THROUGH ANCif OT 20Vr 14' 0835 30’ WEST EAST 5000 FEET TO A PORiT NOR THE Rt WESTERl r HAWK 020317" AMO BERK SUBTENOED FEET TO A PORiT 3 EASTERLY. 70.79 EEET ALONG THE NOR THERl Y HA VfNG 1621434' AND BEING SUBTENDED BY A CHORO EAST. A DISTANCE Of 49 40 NO 6 NORTHERLY. 339 91 FEE 1 ALONG THE CONCA* WESTERLY HAWiC A RAOXJS ANCLE Of 26 4613' 16 7224' WES'. A OfSTANCE Of 336 83 FEE' >0 THE PQRU Of BEQNfRNG 660 00 FEET THROUGH 0541 19' W BEARS SOUTH 7r33 49' WEST 6 56 FEET TO ChORO DISTANCE ALONC ~ FEET. THROUGH BEARS SOUTH 384649' WEST 20 63 FEET TO A POlNt Of Rl*RSl CURVATURE. THENCE SOU THE Rl Y. 26 16 fEET ALONG THE ARC Of A CIRCULAR CUR*. CONCA* WESTERl Y HAVING A RAOXJS Of 935 00 FEET THROUCH C21 21 23 36 '46'A CIRCULAR CUR* CONCA* SOUTHEASTERLY, HAVtNC CENTRAL ANCLE 572''5*'5 4JV3 46' E xi 2:CHORO5 '38 '55'4313 47'■f GINNINGPOINT OF BE< PARCEL 2 MORTHERi r NOST^Ct%POINT or 1 CIRCULAR FEET THROUCH A CHORO C25 • -.'V \ >. *471211 CURVATURE; THENCE SOUTHWESTERLY. 3927 CUR* CONCA* NORTHWESTER! CENTRAL ANCLE ORNIRC26666 00'41Q'C7"30 05'30 04'495212" C 01‘3613' rAPS SOUTH 035233' EAST 26 18 mY THENCE SOUTH 86553** WEST A FEET CENTRAL ANGLE %BUNC SUBTENOED v;52S&-ft Lf J BEARSA CHORO OfSTANCE Of 45QOO'*2 '*2 '09 'POWi' ON A NON-TANGENTIAL ClRt*. THENCE NORTHERl CIRCULAR CUR*. CONCA* WESTERl' HAWK 0313 46' ALONG THE Raoxjs or BERK SUBTTKXD B* A ChORO OfSTANCE A NON-TANGENTIAL CJR* 1*NCt NORTHWESTERLY. 433 05 RAOXJS SUBTENOED BY A CHORO 426 86 fit I TO A PORiT Of COUPOUNO OT A ORCUIAR CUR* CONCA* *ii.K J91CC- 44200' 863 00 FEET TtwouCH THAT BEARS NORTH 03*119' REST 7892 FEE" THENCE SOUTH 81‘*1*8' WEST Of 12700 FEET to FEET ALONC Off 738.00 FEET THROUCH BEARS NORTH 25V6'48’ WEST CjRVA TJRf. THENCE WESTERl 9±zrSL 1071‘or JflLA2 88 88 JJJH-±J47ii4E S 371923' c CENTRAL ANCLE 8,\-L. \TD1. COURSE PORiT OF CURVATURf. COUSSL CIRCULAR CUR*. CENTRAL 1558'35'123 25 ‘3*‘3C'38'*PORiT 18 V,IS:< J6 '5'5 Q352'33' LA ORCUIAR CUR* CONCA* SOUTHWESTERLY. HAWK CENTRAL ANGLE OF 333712' ANO 427122'21 92'•/ K. «.'■ 1 ;4 ■ TRACT '0S7'4,ARS NORTH DISTANCE OF 40526 FEET COURSE NQ J NORTH 7170‘34' - TANGEN KAI CUR*. COURSE NO f ORCUIAR CUR*. CONCA* RAOXJS OF 1.210 00 FEET. THROUGH A CENTRAL ANGLE A CHORD BUNG SUBTENOED A CHORODISTANCE 62 71 EEET ALONG THE '4.✓SOUTHERLY. HAWK A RAOXJS OF 50 00 FEET THROUGH A CENTRAL ANCif OF 715144' BERK SUBTENOED Br A CHORD ,14C;':y FEET ALONG THE ARC OF\BEARS NORTH 773H6' WEST A OfSTANCE OF 58 66 THE NORTHERl r BOuNCARr Of SAO TRACT fpl'. Tt*NCE FOUORRK EKHTEEN (IB) <0:\FEET ALONC SAO NORTHERLY BOUNDARY OF SAO TRACT fQ!' Rf TERSECOON ARS NORTH 194t'43' WES'. COUPOUNO CURVATURE; COURSE NO. CIRCULAR CUR*. CONCA* RADIUS OF 25 00 FEET. THROUGH A CENTRAL ANCtl Of BEARS NORTH 78VB09' rONPOOND CURVATURF; COURSE OF A CIRCULAR CUR*. 727 50 FEET THROUGH A CENTRAL BEARS NORTH tw OfSTANCE&COURSES. COURSE- NO i_ NORTH 4412*7' EAST. 169 83 FEET TO A - TANCENTiAl CUR*. COURSE NO. 2 SOUTHEASTER! Y. 6218 FEET AlONC THE ARC OF A 873 00 FEET. THROUGH A CHORD 347■ACIRCULAR CUR*. CONCA* SOUTHWESTERL Y. HAWK CENTRAL ANGLE Of 0572'5*' AND RADIUS ■fi.SUBTENOED BEARS SOUTH 43V5'46'fEET; COURSE NO 3 NORTH 4933 40' EAST, 3000 FEET TO A POINT TANCEN PAL CURVE; COURSE NO 4. NORTHWESTERLY CIRCULAR CUR*. CONCA* SOUTHWESTERLY. HAVING 05 38'55' * ''‘-A - \ 34fl&7ON19 fEET ALONC THE ARC RADIUS or 925 00 FEET. ThROUCh ChORO Xor BERK SUBTENOED CHORO349CENTRAL ANGLE BUNG SUBTENOED BY 4313*7' WEST 9i>3 FEET COURSE NO 5 NORTH *356 *6' EAST 187 03 FEET TO NON- TANGENTIAL CUR*. COURSE CIRCULAR CUR* CONCA* BEARS NORTH i.-A CONTAINING 325.OS' SQUARE ACRES NONE LESSONNO. 6. NORTHEASTERLY 45 31 FEET ALONC THE 'THCASrrRtY HAWiC A RAOXJS Of 2.238 00 FEET BEARS Of S&TRACT 0S6 0IV9S3"THROUCH A CENTRAL ANGLE NORTH 47121T" EAST. NORTHEASTERLY 30 05 FEET AlONC SOUTHEASTER! Y HAWK A RAOXJS ANO BUNG SUBTENOED SUBTENDED CHORO IEGCNO.:- 'vYjA A %fomr or cottrotMO cunrrrvoc, coupsi mi arc or v" OB PROFESSIONAL SUR*YOR AND NAPPER or BEARTNC RIGHT-or-WAY OmOAi RECORDS BOO" NON-RAOfAL EASEMENT rf PUBUC ACCESS IRRIGATION EASEMENT LANDSCAPE BUTTER EASEMENT LAKE MAINTENANCE EASEMENT ORARiACE EASEMENT TEMPORARY DRAINAGE EASEMENT TEMPORARY tRRKATtON [ASEMIN’ COUNTY UTXITY EASEMENT PLAT BOO" CIRCULAR CUR*. CONCA* 666 00 FEET. THROUCH A CENTRAL ANCLE Of 041007’ TRACT ‘OS7'&\B,vY :*-rcO\i wCHORDBEARS NORTH 495212' EASY 50 0* FEET TO A 4POINT Of BEGINNING PARCEL t •ESTERl Y MOST CORNER TRACT 701 303 32'vVPORiT Of COMPOUND CURVATURE. COURSE NQ 6 NORTtfAS TUX Y 39 13 FEET ALONG THE ARC Of (f) pue,vCWClXAR CUR*. CONCA* SOunfASTfRi Y HAWK A RAOXJS Of 320 00 fEET CENTRAL ANCLE Of 103323' ANO BERK SuBTENOEO Br A ChORO * I 5 UTKJTY IA EA SE MEN r SEMEN rf\-A*k\THROUGH BEARS T 0" RE*RSE CURVATURE. COURSE NO 9 ORCLAAR CUR*. CONCA* '6'*AENORTH 5714 58' EAST. 5906 FEET TO A NCR THE A STIR! Y. 6612 FEET ALONC THE ARC Of NORTHWESTER! Y HAWK A RAOXJS 193 .91162 s 192 U163 J.L ME Jt 803 00 FEEY THROUGH A CENTRAL ANCLE Of 04*221' BEARS NORTH 601130' EASY 66 10 FEET PORiT Of RE*RSE CURVATURE. COURSE NO TO EASTERLY. 3726 fffT AlONC THE ARC Of CRCUAR CUR*. CONCA* SOUTHER/ r hawk ANGLE Of 42*209' ANO BERK SUBTENDED Br A CHORD 36 41 FEE r. COURSE NOL 1L NORTH 5879 05' REST. 15582 FEET TO NON- TANGENTIAL CuR*. 5 191 . 4 ■TRACT "PUff 164ANO BERK SUBTENOCO Br A CHORO 190 ;?/165 RADXJS or 5000 FtEY THROUGH A CENTRAL BEARS NORTH 791124' EAST PORiT ON A NORTTfASTlRL Y 8*7 FfET ALONG THE ARC OF A ORCUIAR CUR*. CONCA* SOUTHEASTERLY HAWK A RAOXJS Of 825 OO FEET. THROUGH A CENTRAL ANQf OF 0035’’8' 166 188167 187168 -------i \l RfJCAlfS (5/8' X i (UNLESS OTHER WISE NOTED/ INOKATES PERMANENT CONTROL PORiT ! SET 18' RON ROO CAPPED PERMAJfNT REFERENCE MONUMENT 7RM lB 6897', ■ p REMUNOER of iPA'-.r ror VrT: (fur pro* 82. pace i3) BUNC SUBTENOED Br 63V6 26‘ EASY 8 47 FEET. COURSE NO. !± NORTH 637*05' EAST >22 37 FfET TO Of CURVATURE. COURSE NO l*. EASTERLY CUR*. CONCA* SOUTHERLY HAVING CHORO BEARS NORTH :171 183- 1Z2__ALONG RADIUS OF 2500 fEET THROUCH BEARS SOUTH 742224' EASY fi SOUTHEASTERl Y fASTCRL Y HAWK A 107101' ano BEING SUBTENOED Br CIRCULAR CENTRAL ANGIE 182173 or IN TERSEC TANGfNC CUR VA TORI. Rf*RSEr/.f.)1818*7701"SUBTENDED Br A CHORO RE*RSE CURVATURE. COURSE NO. A ORCUIAR CUR*. CONCA* NOR!HE 174 180 CURVA TURFFEET Al ORC 492 00 EEET. THROUGH A CENTRAL ANCLE BEARS SOUTH 571975' EASY 88 76 FfET. COURSE HtL IL. NORTH *r3004‘ EASY FEET •2325 FEET ALONG THE ARC Of A CIRCULAR CUR*. CONCA* NORTHEASTERLY HAVtNC A RAOfUS Of 4*2 00 FEEY THROUCH A CENTRAL ANGLE OF 135835' BEARS NORTH 34'30'38' WEST 122 83 FEEY COURSE EKHTEEN NORTH 6328 39' EASY A DISTANCE OF 162 00 FEET TO THE POINT Of BE GINNING *.175 179RAOXJS1/6;CPSSl CAT"' CONSERVATION PRINCIPLE STRUCTURE CONSTP VA DON ACCESSOR r S TRuC Turn SETBACK UNE r SETBACK UNECHORO178fCAYMAN OP IVI-TANGENTIAL CUR*. COURSE NfL.LL NORTHWESTERl mis INSTOVjVfNf SCOTT BMOOf RHODES & RHODES LAND SURVLYING, INC. 28100 BONITA CBANDC 0*IVt - SUITE #'07 BONITA 3M1NG3. (231) 405-8'68 fAK NO. aOWOA BUSINESS LICENSE NO LB 6097 PHIPAHLO B» S P SM #S7SUBTENOED TRACT "PUE 1'A CHORD CONTAINING 903,426 SQUARE FEET 20 740 ACRES. 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H,t.\ <S> ■'o.£»/ \ A v- *Ji ■s* w ' ■ ^.C>A ss\«W=W 7TO CONSERM T/ON LA ICUOJ! PARCEL 0J OR. 5016 ^ /*■# y 5- O f■<V v. V %Mss®. v VVsS.w;\X\LfA*3-v;V'5}i5' o.e.4IV w JP TRACT 'OS7’ (OPEN SPACE. yO.E. I.Ef , r// .>\\N f xX-b.vv 4k %\\VS 'V, A"fXi K 120 /F'A 25’ CR.S.S.L■GRAPHfC SCALE l"-60’ rrer ' ^\-X/\N■ X:A3 ■10’ C.A.S.LL\m Ai9j£JlVi .VI/ v - (■■11/I I■ 4J \■*>\:VUNE11 Nit !H BEARING \ J-\'On 3*550 OQ ‘47'.JQ'Q4~ F \,d ■\rooo‘. :.V,Cj.\ivX 7«2&f \r/Mcr •("caw. of. 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P.U.E) SOX'm XLv%3^m £‘7 ■ / >. ■ -4 V • ■ ?gj/: ^ <rjra‘ l 4 56' V 1979'56' 0 711 m 014'45' * u 463 00'REMAM'ER of TRACT "W PMKKaegSSt VS?. ‘RLAT Si#* ■»/ R40f 13) >062 OC \C252 5000 *63 OC 206 68 N 30’*6 42 V 66V* '27' 0 %%'■ Gtfy rifts- e/sx' I si 1'4f 53300' T_ *39 *2 4112V §£ 1 SI TIE)vm nTHIS INSrHVMtNT P«PA«tO BY JOHN SCOTT RMCOCS PSM #5739 RHODES & RHODES LAND SURVEYING. INC. 8tOO 80NITA CRANOC ORIVE - SUITE #107 BONITA SPRINCS. Tl 34135 (239) 405-8166 fAX NO. (239) FLORIDA BUSINESS LICENSE NO LB 6897 S 03'4I !$' ( m sn!S: >"=»* <'./;.- UML '. i/u/'A.i'i I'll!'..ADSL ■ n i/srtE*CXJ-8163 16.A.4.c Packet Pg. 378 Attachment: Plat Map (7590 : Final Plat - Azure at Hacienda Lakes - Phase 2)