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Agenda 01/08/2013 Item #16A16 1/8/2013 Item 16.A.16. EXECUTIVE SUMMARY Recommendation to approve for recording the final plat of Sabal Bay, (PL20120001474) 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 Sabal Bay, a subdivision of lands located in Section 24, Township 50 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 Sabal Bay. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Sabal Bay Planned Unit Development (PUD), and has been found to be consistent with the requirements of the PUD. 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 the County Land Development Code -- Section 10.02.05 A.4.b. The Engineering Services Department recommends that the final plat of Sabal Bay be approved for recording. FISCAL IMPACT: The project cost which is subject to fees is $4,868,416.00 (estimated) to be borne by the developer. The attached Engineer's Opinion of Probable Cost of$9,853,391.25 includes clearing, earthwork, site preparation and excavation which are not subject to our fee schedule. Items directly related to our fee schedule are as follows. The cost breakdown is as follows: a) Water& Sewer $2,022,506.50 b) Drainage, Paving, Grading $2,845,909.50 The Security amount, equal to 110% of the project cost, is $5,355,257.60 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: $150,417.48 Packet Page-1301- 1/8/2013 Item 16.A.16. The Fees are based on a construction estimate of$4,868,416.00 and were paid in September and December, 2012. The breakdown is as follows: a) Plat Review Fee ($1,000.00+ $5./ac) $4,365.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $15,168.80 c) Drainage, Paving, Grading (.75% const. est.) $21,344.32 d) Construction Inspection Fee Water& Sewer(2.25%const. est.) $45,506.40 e) Drainage,Paving, Grading(2.25%const.est.) $64,032.96 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. LEGAL CONSIDERATIONS: This item has been approved by the County Attorney's Office, is legally sufficient and requires a majority vote for approval. ERP RECOMMENDATION: Recommendation that the Board endorse staffs recommendation to approve the final plat of Sabal Bay (PL20120001474) for recording with the following stipulations: 1. Approve the amount of$5,355,257.60 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 on behalf of the board pursuant to Section 10.02.05 A.4.b 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 -1302- 1/8/2013 Item 16.A.16. COLLIER COUNTY Board of County Commissioners Item Number: 16.A.16. 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 Sabal Bay, (PL20120001474) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 1/8/2013 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior,Engineering&Environm 12/21/2012 8:18:57 AM Approved By Name: PuigJudy Title: Operations Analyst,GMD P&R Date: 12/26/2012 3:46:08 PM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 12/26/2012 4:40:48 PM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 12/26/2012 4:47:21 PM Name: PepinEmily Title: Assistant County Attorney, CAO Litigation Date: 12/28/2012 3:12:03 PM Name: FinnEd Title: Senior Budget Analyst, OMB Date: 12/28/2012 4:29:14 PM Name: KlatzkowJeff Packet Page-1303- 1/8/2013 Item 16A16. Title: County Attorney Date: 12/31/2012 9:06:36 AM Name: IsacksonMark Title: Director-Corp Financial and Mgmt Svs,CMO Date: 12/31/2012 10:40:40 AM LLB.: Packet Page-1304- �j• co rP-Idellijall .-Amr_10. ,„,,,,,,,x) ai b �£ nII � " i1 .■ 1 u 1 1 -_ BAVSHORE DRIVE I,IF A , tur ��I�VY1��i� � x15 r I co r- 0. _ $- 11 > illa I 1 A L " is ,. ,„ ii 6— 6 ZO m n m 4 A V �"_� LEAKOIO TAKES I31 ri ' c 1 84 111r16gMIIIIEMIIII 0 DES"` @g D g �� r o COUNTY BARN ROAD ill .,�Fyy �/o �V rat to O Q ! /�1-r{ Do Sir s nAAaV �' € 1 1 i 111 i �� z —I b§ 35 « g EQs SANTA BARBARA o ■ L �I®M> '~ PLA»A u b rSl> sABAL U1KE �R � § r b c�, C3�e pa5 a g RR CD D CO D r KD T ro SCALIM W D weTsuoRE am¢ i 1 jIi= UiIHIII: I . % 1111111.II • Ir' r^ 1.......,,,,,V J IIIIN11111111111111111. .INIPINMINIIIN111. r :ft ii M . 13 411.1 II, iiik ■ -a 4„. d . .: -'_ .11111111IIIIIIIIU 3:III I,1 ii� ip • l= O y IIi' 0 it z �_ , 1114 1 �---viVI i IIIIIIIIIIIIIII I ` ���`'��\• I = ha •ice► �i/1-41iiiiall-it ■�. ._■. d12 i 1/8/2013 Item 16.A.16. € a a g' Ii!I s a s a 1 g 8 iJi 4 8 - IA P g S a l -8 !II1J! 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Civil Engineers, Land Surveyors and Planners ENGINEER'S OPINION OF PROBABLE COST for the construction of SABAL BAY PHASE 1 Construction Plan and Plat Application October 15, 2012 ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT I. EARTHWORK 110-1 Clearing and Grubbing(Development Area) 576.31 AC $2,000.00 $1,152,620.00 110-3 Silt Fence 19,500 LF $1.50 $29,250.00 Excavation (Haul,Spread, Compact in-place, 120-1 and Rough Grading) 1,690,269 CY $2.25 $3,803,105.25 SUB-TOTAL $4,984,975.25 II. ROADWAY 160-1 Type"B" Stabilization(12") 34,990 SY $2.00 $69,980.00 200-1 Limerock Base w/Prime Coat(6") 28,848 SY $5.50 $158,664.00 331-1 Asphalt Concrete Type S-III 1-1/2" 28,848 SY $6.50 $187,512.00 520-1 Valley Gutter(2'Wide) 10,418 LF $7.00 $72,926.00 520-2 Valley Gutter(3'Wide) 344 LF $13.50 $4,644.00 520-3 Type"F" Curb 3,829 LF $11.50 $44,033.50 520-4 Type"A"Curb 2,209 LF $11.50 $25,403.50 522-1 4" Concrete Sidewalk 20,038 CY $20.00 $400,760.00 522-2 12'Aspahlt Multi-Purpose Path 15,909 CY $13.00 $206,817.00 575-1 Sodding • 121,074 SY $1.50 $181,611.00 700-1 Signing and Pavement Markings 1 LS $8,000.00 $8,000.00 SUB-TOTAL: $1,360,351.00 III. OFF-SITE ROADWAY AND DRAINAGE 160-1 Type "B"Stabilization(12") 3,415 SY $5.00 $17,075.00 200-1 Limerock Base w/Prime Coat(10") 3,415 SY $10.50 $35,857.50 1 Packet Page-1340- 1/8/2013 Item 16.A.16. ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT -31-1 Asphalt Concrete Type FC 12.5 1-1/2" 3,415 SY $6.50 $22,197.50 331-2 Asphalt Concrete Type SP 12.5 2-1/2" 3,415 SY $8.00 $27,320.00 425-1 18" Mitered End Section 2 EA $750.00 $1,500.00 430-1 18" RCP Storm Sewer 117 LF $39.00 $4,563.00 520-1 Type"F"Curb 1,377 LF $15.00 $20,655.00 575-1 Sodding 300 SY $2.00 $600.00 70o-1 Signing and Pavement Markings 1 LS $4,500.00 $4,500.00 SUB-TOTAL: $134,268.00 IV. DRAINAGE 425-1 Valley Gutter Inlet 19 EA $2,750.00 $52,250.00 425-2 Type"E"Inlet 4 EA $5,000.00 $20,000.00 425-3 Type"10" Inlet 12 EA $2,500.00 $30,000.00 425-4 Type"9"Inlet 8 EA $2,500.00 $20,000.00 425-5 Type "C"Inlet 2 EA $2,750.00 $5,500.00 425-6 Type"D"Inlet 1 EA $3,250.00 $3,250.00 425-7 Junction Box 2 EA $2,450.00 $4,900.00 425-8 Control Structure 3 EA $3,300.00 $9,900.00 425-9 Weir Structure 3 EA $3,800.00 $11,400.00 425-10 Type"F"Inlet 18 EA $1,800.00 $32,400.00 425-11 18" Endwall 8 EA $1,500.00 $12,000.00 425-12 24" Endwall 4 EA $1,825.00 $7,300.00 425-13 30" Endwall 3 EA $2,275.00 $6,825.00 425-14 36" Endwall 6 EA $2,825.00 $16,950.00 425-15 42" Endwall 4 EA $3,500.00 $14,000.00 425-16 12" Flared End Section 1 EA $900.00 $900.00 425-17 24" Flared End Section 2 EA $1,250.00 $2,500.00 430-1 18" RCP Storm Sewer 1,335 LF $39.00 $52,065.00 30-2 24" RCP Storm Sewer 1,163 LF $50.00 $58,150.00 2 Packet Page -1341- • 1/8/2013 Item 16.A.16. ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT 430-3 30" RCP Storm Sewer 207 LF $65.00 $13,455.oc 430-4 36" RCP Storm Sewer 1,267 LF $82.00 $103,894.00 430-5 42" RCP Storm Sewer 679 LF $80.00 $S4,320.00 44o-1 8"ADS Pipe 536 LF $10.50 $5,628.00 44o-2 12"ADS Pipe 430 LF $12.00 $5,160.00 440-3 18"ADS Pipe 1,079 LF $15.00 $16,185.00 440-4 24"ADS Pipe 239 LF $20.00 $4,780.00 440-2 ADS Rear Yard Inlets 19 SY $250.00 $4,750.00 SUB-TOTAL: $568,462.00 V. WATERLINE AND ACCESSORIES A. 6" DR-18 PVC Watermain 584 LF $10.00 $5,840.00 B. 8" DR-18 PVC Watermain 588 LF $17.00 $9,996.00 C. 8" DR-14 PVC Watermain 46 LF $19.50 $897.00 D. 10" DR-18 PVC Watermain 3,244 LF $22.00 $71,368.0 E. 10" DR-14 PVC Watermain 127 LF $27.50 $3,492.50 F. 12"DR-18 PVC Watermain 4,394 LF $30.00 $131,820.00 G. 12" DR-14 PVC Watermain 178 LF $35.00 $6,230.00 H. Jack&Bore 18"Steel Casing 57 LF $200.00 $11,400.00 I. 12" Gate Valve 12 EA $3,000.00 $36,000.00 J. lo" Gate Valve 11 EA $2,200.00 $24,200.00 K. 8" Gate Valve 3 EA $1,500.00 $4,500.00 L. 6"Gate Valve 1 EA $1,000.00 $1,000.00 M. Fire Hydrant Assembly 28 EA $3,500.00 $98,000.00 N. Single Water Services 57 EA $300.00 $17,100.00 O. Double Water Services 45 EA $800.00 $36,000.00 P. Temp. Blow-Off Assembly 4 EA $1,000.00 $4,000.00 Q. Automatic Watermain Flushing Device 10 EA $1,100.00 $11,000.00 R. Bacterial Smaple Point 13 EA $500.00 $6,500.00 3 Packet Page-1342- 1/8/2013 Item 16.A.16. ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT S. Air Release Valve 2 EA $1,500.00 $3,000.00 T. 12"x10"Tapping Sleeve and Valve 1 EA $5,000.00 $5,000.00 U. 16"xio"Tapping Sleeve and Valve 1 EA $5,000.00 $5,000.00 SUB-TOTAL: $492,343.50 VI. SEWER SYSTEM A. 8" SDR 26 Sanitary Sewer 8,659 LF $68.00 $588,812.00 B. 6" DR-18 PVC Forcemain 3,333 LF $10.00 $33,330.00 C. 8" DR-18 PVC Forcemain 1,083 LF $17.00 $18,411.00 D. 10"DR-18 PVC Forcemain 3,085 LF $22.00 $67,870.00 E. 8" DR-11 HDPE Carrier(directional bore) 382 LF $180.00 $68,760.00 F. 12" DR-17 HDPE Casing(directional bore) 378 LF $210.00 $79,380.00 G. 4'Sanitary Manhole 43 EA $7,400.00 $318,200.00 H. 6'Master Manhole 2 EA $10,000.00 $20,000.00 I. 6"Sewer Service(Single) 19 EA $550.00 $10,450.00 J. 6" Sewer Service(Double) 63 EA $900.00 $56,700.00 K. 6" Plug Valve 5 EA $750.00 $3,750.00 L. 8" Plug Valve 2 EA $1,250.00 $2,500.00 M. io" Plug Valve 1 EA $1,500.00 $1,500.00 N. Air Release Valve 5 EA $1,500.00 $7,500.00 0. Lift Station 2 EA $125,000.00 $250,000.00 P. io"Tapping Sleeve and Valve 1 EA $3,000.00 $3,000.00 SUB-TOTAL: $1,530,163.00 VII. IRRGIATION SYSTEM A. 4" DR-18 PVC Irrigation Main 5,903 LF $6.50 $38,369.50 B. 4" DR-14 PVC Irrigation Main 161 LF $8.00 $1,288.00 C. 6" DR-18 PVC Irrigiation Main 832 LF $10.00 $8,320.00 D. 8" DR-18 Irrigation Main 2,695 LF $17.00 $45,815.00 E. 8" DR-14 PVC Irrigiation Main 146 LF $19.50 $2,847.00 4 Packet Page-1343- • . 1/8/2013 Item 16.A.16. ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT F. 10" DR-18 Irrigation Main 1,707 LF $22.00 $37,554.0 G. 8" DR-n HDPE Carrier(directional bore) 382 LF $180.00 $68,760.00 H. 12" DR-17 HDPE Casing(directional bore) 378 LF $210.00 $79,380.00 I. 4" Gate Valve 6 EA $750.00 $4,500.00 J. 6" Gate Valve 4 EA $1,000.00 $4,000.00 K. 8"Gate Valve 6 EA $1,500.00 $9,000.00 L. 10" Gate Valve 4 EA $2,200.00 $8,800.00 M. Temp. Blow-Off Assembly 7 EA $1,000.00 $7,000.00 N. Permanent Bloff-Off Assembly 5 EA $2,500.00 $12,500.00 O. Irrigation Service 148 EA $300.00 $44,400.00 SUB-TOTAL: $372,533.50 VIII. LANDSCAPING A. Live Oaks 419 EA $150.00 $62,850.00 B. Red Tip CocpIum 235 EA $8.00 $1,880.00- C. Littorals 43,310 EA $1.50 $64,965.00 D. Mulch 2,000 SY $0.30 $600.00 SUB-TOTAL: $130,295.00 IX. SITE LIGHTING A. FPL Acorn Street Lights 140 EA $2,000.00 $280,000.00 SUB-TOTAL: $280,000.00 TOTAL: $9,853,391.25 Estimated Date of Completion: 1o/13 Barraco and Associates,Inc. 2271 McGregor Boulevard P.O.Drawer 2800 Fort Myers, FL 33902-2800 Ce '- ate of Auth zation No.7995 J „ .A. o yB.Ga • ,P.E. / F o ':a P.E.No.70675 For the Firm 5 Packet Page-1344-