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Agenda 09/09/2014 Item #16A13 9/9/2014 16.A.13. 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 Temple Citrus Grove (Application Number 20140000514), 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 Temple Citrus Grove, a subdivision of lands located in Sections 1 & 12, Township 49 South, Range 25 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 Engineering Services department has completed the review of the construction drawings, specifications, and final plat of Temple Citrus Grove. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Temple Citrus Grove RPUD Ord. 2014-10. 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. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Engineering Services department recommends that the final plat of Temple Citrus Grove be approved for recording. FISCAL IMPACT: The project cost is $4,102,336.00(estimated)to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $1,966,593.33 b) Drainage,Paving, Grading $2,135,742.67 The Security amount,equal to 110%of the project cost,is$4,512,569.60 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: $124,735.08 Packet Page-579- 9/9/2014 16.A.13. The Fees are based on a construction estimate of$4,102,336.00 and were paid in March and May,2014. The breakdown is as follows: a) Plat Review Fee($1,000.00+$5./ac) . $ 1,665.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $14,749.45 c) Drainage,Paving, Grading (.75%const. est.) $16,018.07 d) Construction Inspection Fee Water& Sewer(2.25%const. est.) $44,248.35 e) Drainage,Paving, Grading (2.25%const. est.) $48,054.21 LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. -SAS GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. RECOMMENDATION: That the Board endorses staff's recommendation to approve the final plat of Temple Citrus Grove (Application Number 20140000514) for recording with the following stipulations: 1.Approve the amount of$4,512,569.60 as performance security for the required improvements; or such lesser amount based on work completed,and as is approved by the Engineering Services 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 or the County Manager or his designee,or his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: John Houldsworth, Senior Site Plans Reviewer, Engineering Services, Growth Management Division,Planning and Regulation Attachments: 1)Location Map 2)Plat Map 3)Opinion of Cost Packet Page-580- 9/9/2014 16.A.13. COLLIER COUNTY Board of County Commissioners Item Number: 16.A.13 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 Temple Citrus Grove(Application Number 20140000514), approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 9/9/2014 Prepared By Name: houldsworthj Title: Site Plans Reviewer, Senior,Natural Resources Approved By Name: JackMcKenna Title: Manager-Engineering Review Services,Natural Resources Date: 07/25/2014 11:53:49 AM Name: puigj Title:Operations Analyst,Community Development&Environmental Services Date: 08/04/2014 03:27:35 PM Name: scottstone Title: Assistant County Attorney, CAO Land Use/Transportation Date:08/19/2014 08:33:20 AM Name: marcellajeanne Title: Executive Secretary,Transportation Planning Date: 08/21/2014 10:14:55 AM Name: klatzkowjeff Title:County Attorney, Date: 08/21/2014 02:53:59 PM Name: markisackson Title:Director-Corp Financial and Mngmt Svs, Office of Management&Budget Date: 08/21/2014 03:46:34 PM Packet Page-581- 9/9/2014 16.A.13. r--, Name: EdFinn Title:Management/Budget Analyst, Senior,Transportation Engineering&Construction Management Date: 08/21/2014 05:58:00 PM Name: ochs_l Title: County Manager, County Managers Office Date: 08/25/2014 03:19:38 PM n Packet Page-582- 9/9/2014 16.A.13. • -=7" i 3 -1 ::r• 39 CL1[x FR[SUM 7 2i -- 11111N�e11P. 23 1^.. e'a . ] ua[ UN' VP (011E Mc 4 I•1C21 _— --- -- –�1 PIIZi�too '\ – IIA[[3 ,UK[ `a' MPMLIIII \\\ I 1174.1101127 w IfE9CA101 PPM PD-10311 ––1`3,. 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EA $ 550.00 $37,400.00 _ Double Water Service 203 I EA $ 740.00 $150,220.00 Fire Hydrant w/6"Gate Valve 34 1 EA $ 3,206.00 $109,004.00 _ Permanent Sampling Station 5 _ ( EA $ 1,065.00 $5,330.00 Air Release Valve _ 5 G, EA $ 1,065.00 $5,330.00 Connection to Exist.Main 2 ---7-__EA $ 2,430.00 $4,860.00 _- - II Sub-total - $785,795.00 Sewer _--_ ______{_�_ 8"PVC(0'-6'Cut) _ 3,975 LF $ 14.84 $58,989.00 8"PVC(6'-8'Cut) 4,100 LF 1 16.70 $68,470.00 8"PVC(8'-10'Cut) - 3,175 LF $ 18.95 $60,166.25 8"PVC 10'-12'Cut', 1,950 LF $ • 2345 $45,727.50 - 8"PVC 112'-14'Cut) 1,500 LF $ _32.34 $48,510.00 8"PVC(14'-16'Cut) 1,300 LI: $ 55.00 $71,500.00 8"PVC(16'-18'Cut) 700 k LF $ 78.00 $54,600.00 -_Manhole(0�6'Deep) 20 ` FA $ 3,741.80 $74,836.00 Manhole(6'-8'Deep _ 16 EA $ 4,566.80 $73,068.80 ManholJ8'+i0_Deep) 17 I EA I$ 5,288.00 $89,862.00 _ Manhole(10'-112'Deep)._ 6 FA $ 6,269.00 $37,614.00 Manhole 12'-14'Dee 6 EA $ 7,152.00 $42,912.00 - - Manhole(14V-iii'Deep) 4 i' EA i 1 8,182.00 --_ $32,728.00 _ Manhole(16'-113'Deep) 4 )-EA 5 9,212.00 $36,848.00 Manhole(lEt-20'Deep) 2 EA $ 9_850.00 $19,700.00 Outside Drop _ 6 EA $ 2,300.00 $13,800.00 - -"6'PVC Force Main w/Fiitrngs 2,7138 LP $ 10.25 $28,577.00 6"Plug Valve 3 EA $ 740.00 $2,220.00 20`x6"Tepping.5 eeve and Valve 1 EA $ 1C,030.00 $10,000.00 6"Single Sewer Service Lateral 68 LF $ 540.00 $36,720.00 _ 6"Double Sewer Service Lateral 203 LF $ 650.00 _ $131,950.00 _ Lift Station - 1 EA $ 142,000.00 $142,000.00 Sub-total $1,180,798.55 Dry Ina ae _ 15"RCP 3,448 _LF $ 18.98 $65,443.04 -18"RCP 3,226 LF $ 23.79 $76,746.54 24'RCP 1,194 LF $ 30.02 $35,843.88 36"RCP 3,991 LF $ 54.04 $215,673.64 15"Flared-end Section 10 EA $ 564.00 $6,640.00 18"Flared-end Section 12 EA $ 723.00 $8,676.00 24"Flared-end Section 5 EA $ 819.00 $4,095.00 36"Flared-end Section 15 EA $ 1,284.1)0 $19,260.00 Junction Box -_- 7 EA $ 1,423.00 $9,961.00 _ Valley Gutter Inlet 102 EA $ 2,668.00 $272,136.00 _ Control Structure 2 FA 1 7,500.00 $15,000.00 Con-span 1 LS $ 75,000.1)0 $75,000.00 _ - Sub-total $804,475.10 Paving - Type S-3 Asphalt-"(First Lift;1 46,440 5Y $ 3.54 $164,397.60 Type S-3 Asphalt 3/4"(Secxmd Lift) 46,440 5 Y $ 2.77 $128,638.80 6"Limerock Base 46,440 _ SY $ 4.10 $190,404.00 12"Stabilized Subgrade 58,0`50 _ SY $ 1.25 $72,562.50 !2'Valley Gutter - 31,206 LF $ 5.60 $174,764.80 Tve E Curb and Gutter 6,8:30 LF $ 5.60 $38,248.00 Type D Curb 828 LF $ 5.60 $4,636.80 I Pavement Markings 3,Signage 1 -- LS $ 15,000.00 $15,000.00 -- I5 Concrete Sidewalk 23,220 SF $ 1.75 I $40,635.00 Sub-total- $829,287.50 Liviston Road -J Turn Lane 2"Type S Asphaltic Concrete_ 540 SY $ 6.50 I $3,510.00 18"Limerock Base 540 SY $ 6.00 $3,240.00 112"Stabilized Sub•ride 650 S'Y $ 1.25 $812.50 -- Type F Cutts and Gutter - 450 LF $ 5.60 $2,520.00 -_ FDOT Type P-2 Inlet 1 EA $ 21,500.00 $3,500.00 -- 16'Concrete Sidewalk. 2,530 SF $ 2.00 I $5,160.00 -- 118"RCP - 15 - LF $ 23.79 I $356.85 IRelocate Light 2 EA $ 3,000.00! $6,000.00 -- ;Pavement Markings 3 Si,,rate 1 LS $ 2,500.001 $2,500.00 I ,_- Sub-total) $27,599.35 Packet Page -602- Media F�ullfng 2"Type S Asphaltic Concrete 15 SY S "0, 9/9/2014 16.A.13. — 8"Limerock Base 15 SY $ 6.00 ---•-- 12'Stabilized Subgrade 20 SY $ 1.25 $25.00 — — Type F Curb and Gutter 30 LF $ 5.60 $168.00 _ Relocate Light Pole 1 EA $ 3,000.00 $3,000.00 Pavement Markings&Signage 1 LS $ 1,000.00 $1,000.00 /-■, — Sub-total $4,380.50 — Landscaping/ IM•atlon Common&RAN-Landsceoe/brig. 280,000 SF $ 0.25 $70,000.00 Lake Bank- Sod/irrigation 280,000 SF $ 0.35 $98,000.00 Sub-total $188,000.00 Street Lights _ FPL Street Lights 66 EA $ 3,000.00 $198,000.00 Private Lights 52 EA $ 2,000.00 $104,000.00 Sub-total $302,000.00 Total $4,102,338.00 Revised Review Fees Plan Review Fees(Water and Sewer)=$14,749.45 • Plan Review Fees(Paving,Grading,Drainage)=$16.018.07 Total=530,787.52 Oricilnal Review Fees Plan Review Fees(Water and Sewer)_$13,021.76 Plan Review Fees(Paving,Grading,Drainage)=$14,693.48 Total=$27,71522 Additional Review Fees Plan Review Fees(Water and Sewer)_$1,727.69 Plan Review Fees(Paving,Grading,Drainage)_$1,324.61 Total■$3,052.30 Previously Paid $29,157.44 Total Due $1,610.08 \,\``�>>1tW 1 FE&////i •`34'! 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