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Agenda 11/12/2013 Item #16A 4n 11/12/2013 16.A.4. 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 Esplanade Golf and Country Club of Naples Phase 2, (Application Number PPL- PL2010002897) 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 Esplanade Golf and Country Club of Naples Phase 2, a subdivision of lands located in Section 22, Township 48 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 engineering services department has completed the review of the construction drawings, specifications, and final plat of Esplanade Golf and Country Club of Naples Phase 2. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Mirasol RPUD, Ord. 2009 -21 and as amended by Ord. 2012 -041. 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 AA.b. The engineering services department recommends that the final plat of Esplanade Golf and Country Club of Naples Phase 2 be approved for recording. FISCAL IMPACT: The project cost is $4,193,305.87 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $1,591,105.05 b) Drainage, Paving, Grading $2,602,200.82 The Security amount, equal to 110% of the project cost, is $4,612,636.46 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 - Land Development Services Packet Page -801- 11/12/2013 16.A.4. Revenue generated by this project: Total: $127,529.18 The Fees are based on a construction estimate of $4,193,305.87 and were paid in July, 2013. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,730.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $11,933.29 C) Drainage, Paving, Grading (.75% const. est.) $19,516.51 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $35,799.86 e) Drainage, Paving, Grading (2.25% const. est.) $58,549.52 LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for 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: To have the Board endorse staff's recommendation to approve the final plat of Esplanade Golf and Country Club of Naples Phase 2 (Application Number PPL- PL- 20100002897) for recording with the following stipulations: 1. Approve the amount of $4,612,636.46 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 10.02.05 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) Opinion of probable cost, 3) Plat Map Packet Page -802- n 11/12/2013 16.A.4. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.4. 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 Esplanade Golf and Country Club of Naples Phase 2, (Application Number PPL- PL2010002897) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 11/12/2013 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior,Engineering & Environm 10/17/2013 8:32:29 AM Approved By Name: PuigJudy Title: Operations Analyst, GMD P &R Date: 10/21/2013 10:33:59 AM Name: McKennaJack Title: Manager - Engineering Review Services,Engineering & Environmental Services Date: 10/22/2013 1:56:09 PM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 10/22/2013 4:14:39 PM Name: StoneScott Title: Assistant County Attorney Date: 10/22/2013 5:12:36 PM Name: FinnEd Title: Senior Budget Analyst, OMB Date: 10/23/2013 10:42:07 AM Packet Page -803- Name: KlatzkowJeff Title: County Attorney Date: 10/23/2013 2:36:56 PM Name: IsacksonMark 11/12/2013 16.A.4. Title: Director -Corp Financial and Mgmt Svs,CMO Date: 10/30/2013 9:59:30 AM Packet Page -804- ��_ _fir ..nnr►�1.�r��annunuuw j nr'�ynrl�llll- -- ,i s= a� 31v of IM K� Y LL� e� 13 16.A.4. a Q C� z z O N 1..L z O U O J 00 33l � $e _ - w oz � FF w i �d 0tlVA3ln08 tl31T00 LS6'H mnramv, �+ao sln °zQ aa—noe Nv of Packet Page -805- s. -3 d,sti3 13 16.A.4. a Q C� z z O N 1..L z O U O J 11/12/2013 16.A.4. ESPLANADE Of NAPLES, - PPl.2 OPINION OF PROBABLE COST June 29, 2013 SUMMARY Earthwork $10,896.00 Paving $1,419,1601.97 Drainage !642,762.00 P. �.� .fit Sub -Total }�� ?M5�,�lw Wastewater $90= 1,698.80 Water $697,406.25 Sub - Total, 143911AWIq! Irrigation $431,240.85 Lighting $97,500.00 Sub -Total ffft 7 -cli Notes: t.) 'ribs Opinion of Probable Gast (Oli shall be used inr budgeting purposes Only. z) 'this OPc !is based an 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 OFIC, and may require adjustments to delete, decrease, or increase portions of this OPC. 3) All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs.. These costs cannot be guaranteed at this time due to. unpredictable and uncontrollable increases in the cost of concrete, petroleum, or the availability of materials and labor. I NII I i It, fit" 19r 4) Does not include permit fees or soft costs. ,Irr 5) Does not include enhanced landscape or hardscaoe features 2 'GELM S' ,�/► t�lit. s Jeremy H. .` P��'+ �� `. ST4 EPF,,'4 ` Date Florida Licen se # 664,;1111,111411W PPL- 20120002897 REV: 1 ESPLANADE GOLF & COUNTRY CLUB OF 14APLES . PPL #2 DATE: 7/10/13 DUE: 37/13 JA276 -1:: (Esplanade Naplesi PPLG21E :xeer,ciF'C1REVL)o1C:ourr:y UPC REW Packet Page -806- EARTHWORK 11/12/2013 16.A.4. s'a vi4�f�zt�`�i+.riO�I.xt�ag'• n. .�5 ...1Rt r..r ¢ ... i+- �Lr..i��..�.... r $10,896.00 Sod (1 Behind Curb) .3,632 a'r .� _ ;13.00 0 SUBTarl L = $10,896.00 Packet Page -807- 11/12/2013 16.A.4. PAVING 6R *'�� 3/4" Asphaltic Concrete ('Type S411) First Lift 42,913 S'Y $4.50 $193,107.50 3/4" Asphaltic Concrete (Type S -III) :Second Lift 42,913 SY $4.50 $193,107.50 8" L merock Base! (Compacted and Primed) 42,9113 SY � $ 7.00 � $300,389.44 12" Stabilized Subgrade (Cmsite Material) 53,802 SY $2.25 $121,053.50 Valley Gutter 25,685 LF $8.00 !$1.1.25 __$205,480.00 Type "A," Curb & Gutter 2,1:33 LF +$9.50 $23,996.25 Type "F" Curb & Gutter 6,872 LF $65,284.00 4" Concrete Sidewalk (Reinforced) 10,831 SY $28.38 $307,383.78 Signing and Marking 1 LS _ $1.0,000.00 $10,000.00 _ su6Tout.- $1,419,801.97 Packet Page -808- 11/12/2013 16.A.4. DRAINAGE: J M1 G - -_ i Sk i3 g M i�. S I r .� f �M Mh Y�q ifTF kb�� ,� .W �5� T�III'f i314i iYi 2Y41 b Ip ..p,'� )I�e YZ . . 12" H D I'E 905 I.F �? 16.00 __$14,480.00 15" RCF 325 LF >27.00 — —__ S`i8,775.00 - 18" RCP 1,367 LF $43.00 ----- $581,781.00 ~;;144,666.00 24" RCF' 2,679 LF $54.00 30" RCF' 1,014 LF $65.00 36" RCF' 1,215 LF $90.00 1,109,350.00 15" Flared End 1 EA $1,200.00 +�_— :$1,200.00 18" Flared End 5 EA $1,400.00 $7,000.00 24" Flared End 13 E.A" -_ -- 52,100.00 — 30" Flared End 6 EA. $2,750.00 _ —_ _$16,500.00 36" Flared End l 5 EA, -�_ 5:3,200.0 $16,000.00 Connect to Existing Drainage 3 EP, Type 9 Inlet 10 $2_750.01D $27,500-00 Valley Gutter Inlet 44 EA, $2,1300.00 _ _ :$123,200.00 Type "C" Grate Inlet _ EA, _ __ $2,500.00_ —____ $7,500.00 Yard Drain 6 EA, $1,00C.��O $6,000.00 Jun,:tion Box ]. EAR $5,000.00 $5,000.00 `;USTOTAL = 5642,762.00 Packet Page -809- 11/12/2013 16.A.4. WASTCwIATER Esini�t�ii - (�J f �esC CI IOf1 % h i r Unit �t1lt i rIIC E'l! -7,77- Pump Station #3 (Complete) 1 EA $2(N),000-00 ^$75,000.00 Pump Station #4 (Complete) 1 EA $75_000.00 _ —_ _ Connect to Existing; Force Main 1 EA $3,7.00.00 - 53,100.00 4" PVC Force 1\11ain (C900, CR-18; 1 42 LF $14.00I — $588.00 6" PVC Force Main (C900, DR -18) 951 LF $22.00 $20,922.00 8" PVC Force Main (0900; DR -18) 3,307 LF 52.7.50 $90,942.50 8" Plug Valve 4 EA - -_- $1,995.00 -� —__ $7,980.00 8" PVC Sanitary Selver SDR -26 1.2,573 LF _$3,1.00 ,$389,763,00 Manho:e 4' Diarrlet:er with IET Coating (8 -101) 56 EA. _ - -- 56,500.00 - - - - - -- ---$364,000.00 Television InSr*Ction 12,573 LF 52.10 $26,403.30 SUBTOTAL. = $903,698.80 Packet Page -810- 11/12/2013 16.A.4. POTABLE WATER Connect to Existing :12" Water Main 1 EA w_ $1,700.00 $1,700.00 _ 6" PVC'Nater IVain (C900, DR 18) 3,721 LF _ $1.2i. 00 $48,373.00 _ 6" PVC'A/ater Main, (C900, DR 14) 91 LF $2.1i,00 $1,274.00 _ 8" PVC'Nater Main (C900, DR 18) 9,170 LF $1..'.00 $155,890.00 _ 8" PVC Water Main (C900, DR. 14) 198 LF $19.00 $3,762.00 _ 10" PVC: Water Ma in (C900, DFt 1E',) 1,633 LF $ ?.2.00 $35,926.00 _ 10" PVC Water (Main (C900, DR 14) 77 LF $25.00 $1,925.00 _ 12" PVC Water .Main (C900, DR 18) 3,167. LF _ $28,25 $89,298.25 — 12" PVC: Water !Main (C900; DR 1.4) 142 LF $31. 00 $4,402.00 — 6 Cate Valve 9 EA 5900.0C, $8,100.00 — 8" Cate Valve 18 Elk $1,:350.00 $24,300.00 — 10" Gate Valve ;t Elk $1,782-00 — 12" Gate Valve EA S2,425.50 $9,702.00 — Fire Hydrant, Co nplet:e 3C EA $4,000.00 $120,000.00 — 1.5" Single Water Service, Complete 3C EA $650.00 $19,500.00 — 1.5" Dcuble WatetrSoarvic:e, Complete 1.58 EA $900.00 $142,200.00 _ Permanent Blow Off w/ Bacterial Sample Point 5 Elk � $1,10co.00 $5,000.00 _ Temporary Blow Off w,/ Bacterial Sample Point �4 Elk $1_000.00 $4,000.00 _ Temporary Bacterial Sample Paint 7 Elk $300.00 $2,100.00 _ Permanent Bacterial Sample Point 4 EA $1.,15,2!.0,0 $4,608.00 _ Automatic Flushing Device fi EA $1_200.00 $7,200.00 _ SUBTOTAL = $687,406.25 Packet Page -811- IRRI13ATICIN 11/12/2013 16.A.4. Ui _ - _ — Aiint 77 � U rice; _ stpQe no ue 4" PVC Irr. Main (0900, DIR18) 5,535 LF 4" PVC Irr. Main (C900, DIR 14) 78 LF 6" PVC Irr. Main (C900, DIR18) 5,798 LF 6" PVC Irr. Main (0)(00, DR 141 :158 1•I= 8" PVC i rr. Main I;C900, D R18) 1375 LI= 8" PVC •rr. Main (0900, DR 14) 79 LI= 10" PVC: Irr. Main (0900, DR.1811 1,221 LF 30" PVC: Irr. Main (0900, DR. 14) 82 LIF 12" PVC: Irr. Main (0900, DFA) 2,755 LF 12" PVC: Irr. Main (0900, OR 14) 75 LF 4" Gate Valve 4 EA 6" Gate Valve 7 EA 8" Gate Valve 1 E.A. 12" Gate Valve 1 E.A. Single I,rigation'ser ✓ice, Complete :30 E.A. Double Irrigation Service,, Complete 157 EA, Permanent Blow Off 5 EA, Temporary Blow (off 4• EA, Packet Page -812- ;a 11.15 _ $61,715.25 --- _ ± >118C— -- � $1320.40 $17.15 $99,435.70 >18.25 -- — $2,883.50 - - - -- ----- - - - -; 517.50 - - -- $15,312.50 $19.50 $1,540.50 �<29,304.00 $24.00 —� $33.00 :$2,706.00 -- - - - -- $2.2.601 $62,263.00 __ - - - -- $2.7.00 —� _— $2,025.00 -_ -- $840.00 - - - - -- $3,360.00 50.00 $6,650.00 - - -- $1,:300.00 - - - - -- $1.,300.00 -__ -- 52,600.00 - -__ —_ $2,600.00 5550.00 ; 16,500.00 -------------------- ;i7D0.00 $1,:325.00 _$109,900.00 $6,625.00 $1,55C.00 — $6,200.00 SUBT07AL = $431,240.85 UGHTING 11/12/2013 16.A.4. Y t d � ,a �Fd $. � {+.� fie! • #4 +im ar ,�%�3.f �. Light Fixtures El0 EA $:1,625,00 $97,500.00 SUBTOTAL = $97,500.00 Packet Page -813- PPL Review Fees: Residential only: $1,000.00 Plus $5.00 per acre (round up to the next acreage) Number of Acres = _ 145.9 _ Non- Residentizd only: $1,000.00 Plus $10.00 per acre (round up to the next acreage) Number of Acres = $100 Pre review COA application :fee $200 + $25 per D.U. or per 1,000 sq. ft commercial ($5,000 max.) Dwelling Units= 344 $2,500 Envircrunental Impact Statement review $1,000 Listed Species Survey (when EIS is not required) $250 Site Clearing fee (first: acre or fraction of an acre, round acres lap to next whole ,acre) $250 for the first Acre plus $50 for each. additional acre or fraction of an acre :($3,000 rnaximurn.) # of acres Total Acres to be Cleared = 0 Utility Modeling and Analysis fee .,;1,000 (only applies if sx)ned. PLID or DR:I) Utility Plan Review & Inspection Fees Cost Estimate = $1.,59'1,105.05 Utilities document review - 0.750/; of probable water /sewer constru(tion costs 0.75% x Cost Estimate = _ $11.933.29_ Utilities Inspecaion Fee - 2.25c,/, of probable AArater, /sewer construction cost: * 10056 of Consiruction frispections fee -44: to 8e paid prior to Pre- Construction meeting 2.2513/6 x. Cost: Estimate: =: $0.00 Pavin& Gradi:n €N Landscape, LigWing, & Ihrainage Review , &: Inspection. Fees:. Cost Esdma.te := 52,602,200.82 Construction document r•evielnf - 0.753/0 of probable roadway, paving & drainage construction costs 0.751/6 x Cost Estimate = $19,516.51. Construction inspection - 2.25e1/o of probable roa:dway,. paving 8c drainage construction costs * 10096 of Construction haspections ,fees to be paid prior to Pre - Construction meeting 2.250/6 x Cost Estimate =• $0.00 Excavation Review Fees Application Fee (Private Development) =$400 $200 first 5000 c.y.; $10 per- addi.tiona11000 CY ;maximurn of $20„000.00 Cubic Yardage - Credit for fee paid at: pre - application meeting, if submitted within G months of pre -app. SUB- TOTAL: PRE -APP CRE"DIT: TOTAL: Packet Page -814- 11/12/2013 16.A.4. $ 1,730.00 N/A $ 100.00 $ 5,000.00_ N/A $ 1,000.00 N /A. N/A N/A $ 1,000.0Q $11,933.25 $0.00 / $19,516.5'. $0.00 N/A N/A $ (500.0tD $ 40,279.79 $ (500.01) $ 39,779.71. b = ! 11/12/2013 16.A.4. a qb b a b a !IN � "a I jag>,u "gg N � � QTR � �� '•g �� , #� � �� U ^c� a Z Q to Q � b <Ex Ptl� "wry Q 6 I e` J ?Q� zt kpk E Nzrwc�'$ pp yq$� 5yC Vi o idY X41 z moo Z U�� 3Y° wary i roi5H r i 3S i I I I ! 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