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Agenda 09/08/2015 Item #16A119/8/2015 16.A.11. 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 Estilo Acres, (Application Number PL20130002583) 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 Estilo Acres, a subdivision of lands located in Section 14, 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 recording purposes concurrently. CONSIDERATIONS: The Development Review Division has completed the review of the construction drawings, specifications, and final plat of Estilo Acres. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Lords Way 30 PUD, Ord. 2014 -11. 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 Development Review Division recommends that the final plat of Estilo Acres be approved for recording. FISCAL IMPACT: developer. The project cost is $1,141,911.97 (estimated) to be borne by the The cost breakdown is as follows: a) Water & Sewer $537,402.20 b) Drainage, Paving, Grading $604,509.77 The Security amount, equal to l 10% of the project cost, is $1,256,103.17 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: $35,412.36 Packet Page -567- 9/8/2015 16.A.11. The Fees are based on a construction estimate of $1,141,911.97 and were paid in December, 2013. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,155.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 4,030.52 C) Drainage, Paving, Grading (.75% const. est.) $ 4,533.82 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $12,091.55 e) Drainage, Paving, Grading (2.25% const.est.) $13,601.47 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 as to form and legality, and requires a majority vote for Board approval. - SAS RECOMMENDATION: That the Board endorse staff's recommendation to approve the final plat of Estilo Acres (Application Number PL20130002583) for recording with the following stipulations: 1. Approve the amount of $1,256,103.17 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Development Review Division. 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, Development Review Division, Growth Management Department Attachments: 1) Location Map 2) Plat Map and 3) Opinion of Cost Packet Page -568- 9/8/2015 16.A.11. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.11. 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 Estilo Acres, (Application Number P1-20130002583) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 9/8/2015 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Growth Management Department 7/23/2015 7:18:18 AM Approved By Name: PuigJudy Title: Operations Analyst, Growth Management Department Date: 7/23/2015 4:35:30 PM Name: PuigJudy Title: Operations Analyst, Growth Management Department Date: 7/23/2015 4:36:19 PM Name: McLeanMatthew Title: Project Manager, Principal, Growth Management Department Date: 8/4/2015 2:39:13 PM Name: WilkisonDavid Date: 8/5/2015 3:58:32 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 8/7/2015 10:35:09 AM Name: KlatzkowJeff Title: County Attorney, Packet Page -569- Date: 8/7/2015 10:48:02 AM 9/8/2015 16.A.11. Name: IsacksonMark Title: Division Director - Corp Fin & Mgmt Svc, Office of Date: 8/10/2015 3:09:43 PM Name: OchsLeo Title: County Manager, County Managers Office Date: 8/19/2015 4:01:21 PM Packet Page -570- 0 0 CLUB ESTATES DR CERROMAR DR 151 -50 -26 G� RATTLESNAKE HAMMOCK ,RD Z50 -26 9/8/2015 16.A.11. 14 -50 -26 I PROJECT w I LOCATION THE LORDS WAY m Of Li J o l U � 1 A BETTER WAY J 1 D --d m o' 1 I J 0 JOHNS RD 23 -50 -26 ,AMITY RD VICINITY MAP SCALE: 1 " = 114 MILE Packet Page -571- HAGA1N, k) Engineer's Opinion of Probable Cost LORD'S WAY #2013.072 Date: 03 /13/2014 9/8/2015 16.A.11. t - F'L Re 38649 "Date:�� SANITARY SEWER ID Description Quantity Unit Unit Cost Total 5-01 4" PVC FM (DR14) 85.0 LF $18.00 $1,530.00 5-02 4" PVC FM (DR18) 1040.0 LF $15.00 $15,600.00 5-03 Connect to existing Force Main 1.0 EA $2,500.00 $2,500.00 5.04 4" Plue Valve 2.0 EA $1,300.00 $2,600.00 5-05 6" TO 4" REDUCER 1.0 EA $50.00 $50.00 S-06 4" PVC FM 45° Fittings 2.0 EA $110.00 $220.00 5 -07 Lift Station 1.0 LS $120,000.00 $120,000.00 5 -08 Single Sewer Service Connection 8.0 EA $650.00 $5,200.00 5 -09 Double Sewer Service Connection 67.0 EA $750.00 $50,250.00 5 -10 4' Dia. Manhole (0' -6' depth) 6.0 EA $4,000.00 $24,000.00 5 -11 4' Dia. Manhole (6' -8' depth) 3.0 EA $4,500.00 $13,500.00 5.12 4' Dia. Manhole (8' -10' depth) 3.0 EA $5,200.00 $15,600.00 5 -13 4' Dia. Manhole (10' -12' depth) 2.0 EA $6,000.00 S12,000.00 S -14 8" PVC Sanitary Sewer (0' -6' depth) 1093.0 LF $24.00 $26,232.00 5 -15 8" PVC Sanitary Sewer (6' -8' depth) 1039.0 LF $32.00 $33,248.00 S -16 8" PVC Sanitary Sewer (8' -10' depth) 809.0 LF $42.00 $33,978.00 5-17 8" PVC Sanitary Sewer (10' -12' depth) 18.0 LF $54.00 $972.00 s 18 ITelevision Inspection 2959.0 LF $1.80 $5,326.20 JUU -LULOI '?-, .. POTABLE WATER ID Description Quantity Unit Unit Cost Total w -01 8" PVC Water Main DR18 3218.0 LF $22.00 $70,796.00 w -02 8" PVC Water Main DR14 80.0 LF $25.00 $2,000.00 w -03 8" PVC Water Main 45' Fittings 14.0 EA 5100.00 $1,400.00 w -04 16" HDPE Casing 20.0 LF $130.00 $2,600.00 w -Ds 8" Gate Valve 7.0 EA $1,400.00 $9,800.00 w -06 8" Plue Valve 1.0 EA $1,400.00 $1,400.00 w -07 Fire Hydrant Assembly 10.0 EA $3,800.00 $38,000.00 W-08 Air Release Valve 1.0 EA $2,500.00 $2,500.00 W-09 BSP (permanent) 1.0 EA $2,000.00 $2,000.00 W -10 Water Main Auto Flush Device (AFD) 1.0 EA $4,200.00 $4,200.00 W-11 TemD. Gap Configuration 1.0 EA $2,400.00 $2,400.00 W -12 Water Service Connection 75.0 EA $400.00 $30,000.00 W -13 lConnect to existing Water Main 10 "z8" 1 1.0 EA $7,500.00 $7,500.00 Estimated Utility Costs PPL Utility Fee Calculations 0.75% of Construction Plan Review 2.25% of Construction Inspection JUW -u.ne I .,, TOTAL $537,402.20 $4,030.52 Due at Submittal $ 12,091.55 Due at Approval PPL- PL20130002583 REV: I LORD'S WAY 30 DATE: 4/1/14 DUE: 4129/14 Packet Page -572- 9/8/2015 16.A.11. DRAINAGE SYSTEM !D DesMP6017 Quantity Unit Unit Cast Total D -01 JUNCTION BOX 2.0 LF $2,800.00 $5,600.00 D-02 VALLEY GUTTER INLET 12.0 LF 53,100.00 $37,200.00 D-03 END WALL 18" 1.0 LF 511500.00 $1,500.00 D-04 END WALL 24" 1.0 LF $1,800.00 $1,800.00 D -05 END WALL 30" 1.0 1 LF $2,000.00 $2,000.00 D-06 END WALL 48" 1.0 LF $2,400.00 $2,400.00 D -07 RCP 15" 22.0 LF 524.00 $528.00 D-08 RCP 18" 136.0 LF 530.00 $4,080.00 D-09 RCP 24" 523.0 LF $55.00 $28,765.00 D -10 RCP 36" 237.0 LF $95.00 $22,515.00 D -11 HDPE 12" 1636.0 1 LF $28.00 $45,808.00 D -12 HDPE 18" 503.0 LF $33.00 $16,599.00 D -13 HDPE 24" 575.0 LF 542.00 $24,150.00 D -14 HDPE 30" 597.0 EA $58.00 $34,626.00 D -is HDPE 48" 137.0 EA $120.00 $16,440.00 D -16 TYPE 'C' INLET 2X3 14.0 LF $2,000.00 $28,000.00 D -17 TYPE'C' INLET SX5 /weir 3.0 LF $3.000.00 $9,000.00 D -18 TYPE'C' INLET 7X7 /weir 1.0 LF $4,000.00 $4,000.00 Sub -total $285,011.00 PAVING AND GRADING JD DeSMpdon Quantity Unit Unit Cost Total 9 -01 12" Stabilized Sub_grade (LBR 40) 7634.6 SY $2.80 $21,376.76 9 -02 Umerock Base 7634.6 SY $8.50 $64,893.72 9 -03 3/4" Type 5-111 ACSC list Lift) 7634.6 SY $4.70 $35,882.41 9-04 3/4" Type S -III ACSC (2nd Lift) 7634.6 SY $6.00 $45,807.33 R -05 Valley Gutter Curbing 6204.0 LF $7.50 $46,530.00 R-06 Type "A" Curb 349.0 LF $10.00 $3,490.00 9 -07 5' Sidewalk (6" concrete) 5707.6 LF $12.00 $68,491.20 9-08 ADA Curb Ramps 10.0 EA 5500.00 $5,000.00 R-09 Signing & Marking 1.0 LS $5,000.00 $5,000.00 R -10 lHandicao Mats 10.0 EA $500.00 551000.00 R -11 Sod (3' strip) 2068.0 SY $1.50 $3,102.00 R -12 Street Lights 1.0 LS $1,200.00 1,200.00 R -13 6" -12" RipRap 3.0 CY $70.00 H$210.00 Sub -total $305,983.42 OFF -SITE TURN LANE ID Pbon Quantity Unit Unit Cost Total X -01 8" Limerock Base 386.0 SY $8.50 $3,281.00 X -02 12" Stabilized Subgrade (LBR 40) 386.0 SY $2.80 $1,080.80 9-03 1.5" Type S -III ACSC (2 Lifts) 386.0 SY $9.60 $3.705.60 X-04 1" Asphalt Friction Course (FC 12.5) 386.0 SY 56.40 $2,470.40 X -05 Type'F' Curb and Gutter 192.0 LF 58.75 51.680.00 9-06 S' Sidewalk (6" concrete} 63.8 LF S12.00 $765.60 9-07 Sod (3' strip) 21.3 SY S1.50 531.95 9-08 Signing & Marking 1.0 L5 $500.00 1 $500.00 Estimated Roadway, Drainage and Off -site Costs Sub -total $13,515.35 TOTAL $604,509.77 PPL Utility Fee Calculations 0.75% of Construction Plan Review $4,533.82 Due at Submittal 2.25% of Construction Inspection $ 13,601.47 Due at Approval Packet Page -573- h 9/8/2015 16.A. 11. gz if �I a J g p RNI 0. � o i Z Off.• "�_ � ��b O> W W W Q, 4 ab3 =b g o ■ o-31 n0e tlamoc .L Otlrn3ln 9 tl31TO] �° u b�c ��'n 04 Lij W a g< Vj e W g g �j V £ Lek g B a o W a PIPS_ °o w g s �" M§ € e sE 16 < -_o ��4 � g> W �� 7 W 5WWJe -W" " €gt t `�� e� � � bb��° �� � a° i� HRH a�W o o qae ra= aE i e ^e 7 pry a aReba `" ffie U � � 9 0 t off° I z r R 8k Q S y 5 5' no URP i-RH ;1 mu p mu < m u ° W r° x Packet Page -574- uj a O m a 0 N V1 V I O I ~� I W Q O rz O U rO � V 1 II 11 W�M1 .I II <WO� 1 1 ° w _o 0 ______________________L_____ 9/8/2015 16.A.11. s o�avw 41 .00'[S ,00'[G ------------------------- ,DOLL .00CS .ODCS .~8 y it s� I x ° 81R R 8I�18g1 s ^ m F F F F FIF w W F F F FIF FFn Y F F F F F W Y W F F 8 � 818p e o 8 J oo' __a R____Da 8 8 d 8 S ° m� m 8 R 7 NIA 'Z I���.B ,8 ,8 a o - 8'„ _ S 8 �8 .8 _ •g 'r -,� m 8 8 8 g 8$ S 8 8 8 8 88 8 8 8 ��ala "I& R- -.8 8I8 8 8 818 eime i alo c� a °I ml ul RII oi°I° im 1 II 11 W�M1 .I II <WO� 1 1 ° w _o 0 ______________________L_____ 9/8/2015 16.A.11. s o�avw IIII !3'6'1 Yin MM'MO�J .L -J. 17Vi11 jj I I 3�OO,Gr.00 G, �+z c � II W pG1 ♦ h0 b I I n �I L.tiM1. to I � CO I I 9y b 4 8 I I I r I I m I lbn _ .DO'GG .00'[S ,00'[G ------------------------- ,DOLL .00CS .ODCS .~8 y it s� F� x ° 81R R 8I�18g1 s ^ m W w W W W W W W W W W Y F F F F F W Y W J oo' __a R____Da IIII !3'6'1 Yin MM'MO�J .L -J. 17Vi11 jj I I 3�OO,Gr.00 G, �+z c � II W pG1 ♦ h0 b I I n �I L.tiM1. to I � CO I I 9y b 4 8 I I I r I I m I lbn _ .DO'GG .00'[S ,00'[G ------------------------- ,DOLL .00CS .ODCS ,0p'[S y it s� F� om IIII !3'6'1 Yin MM'MO�J .L -J. 17Vi11 jj I I 3�OO,Gr.00 G, �+z c � II W pG1 ♦ h0 b I I n �I L.tiM1. to I � CO I I 9y b 4 8 I I I r I I m I lbn _ ,00"!11 ,00'C9 �D n .DO'GG .00'[S ,00'[G ------------------------- ,DOLL .00CS .ODCS ,00"!11 ,00'C9 �D n .DO'GG .00'[S ,00'[G ,DO'(G ,DOLL .00CS .ODCS ,0p'[S y it s� J oo' __a R____Da I ISW� ' ` '1' C' (Aru- l0-laDltl 3/rvvad Zf, q I � 9 ral h �jN10 07!!53 -- ---- _ DDZ= r o0 I Imo ry � INII ! r - �� 1? lin mi N g N g N g N G u I J0 F Im Iml tt x �m Si 3.00.PZ.Z05 i^ - .. 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