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Agenda 07/07/2015 Item # 9F7/7/2015 9. F. � 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 Legacy Estates, (Application Number PL20140001803) approval of the amount of the performance security. OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Legacy Estates, a subdivision of lands located in Section 24, Township 48 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 Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of Legacy Estates. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within land zoned as RSF -3. 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 n final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. This project was originally approved by the Board on October 11, 2005 as AR- 4855. The developer completed a portion of the required subdivision improvements including the potable water, sanitary sewer and roadway improvements but did not record the plat. The project subsequently expired, necessitating this approval of a new plat by the Board. Upon submittal of the plat (PL20140001803) and the accompanying Construction Plans (PL20140002627), the developer reduced the number of previously approved Lots from 14 to 13 and increased the previously approved water management area. The developer unsuccessfully attempted to obtain easements from adjacent property owners on the other side of the road so that Lakeland Avenue could be improved along the current centerline. As a result, the developer's plans include installing 20' of pavement within their 30' portion of the roadway, which connects the platted Lakeland Avenue south of the project with the roadway north of the, project. As such, the developer requested a deviation to reduce the width of the standard Right -of -Way (ROW) from 60 feet to 30 feet and to allow for the alternate road alignment for this portion of the the Lakeland Avenue public roadway. The developer also requested deviation approval to reduce the width of the standard ROW from 60 feet to 50 feet for Legacy Court, which will be a private roadway entirely within the project boundary On April 24, 2015 the County Engineer issued the deviation approval for the both Legacy Court and Lakeland Avenue. These deviations to allow the reduced ROW widths and alternate road alignment were granted in accordance with Section 6.06.01 N of the Collier County Land Development Code. Staff has reviewed and approved the plans and associated deviation Packet Page -231- 7/7/2015 9. F. requests, and recommends approval of the plans as -is. Moreover, the applicant has indicated that they will continue to work with the adjacent land owners to the west for a more traditional straight road alignment of Lakeland Avenue. The applicant has agreed to provide off -site preserve in -lieu of on -site to satisfy the preserve requirement for this plat. This off -site preserve is being considered on the June 23, 2015 Board meeting (agenda item 16D5). The off -site preserve must be accepted by the county prior to recordation of the plat. The Development Review Division recommends that the final plat of Legacy Estates be approved for recording. FISCAL EWPACT: The project cost is $209,348.50 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $ 23,400.00 b) Drainage, Paving, Grading $185,948.50 The Security amount, equal to 110% of the project cost, is $230,283.35 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: $7,305.46 The Fees are based on a construction estimate of $209,348.50 and were paid in November, 2014. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $1,025.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 175.50 C) Drainage, Paving, Grading (.75% const. est.) $1,394.61 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ 526.50 e) Drainage, Paving, Grading (2.25% const. est.) $4,183.84 GROWTH MANAGEMENT HUPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. Packet Page -232- W 7/7/2015 9. F. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney. The following is intended to advise the Board on the appropriate process should this item be challenged, as such challenges have been extremely rare. The Board is being asked to approve a final subdivision plat, which is a quasi-judicial process. The procedure is set forth in Land Development Code Sec. 10.02.0434, which provides in relevant part as follows: "Board approval of the final subdivision plat. a. Following approval or approval with conditions by the County Manager or designee, the County Manager or designee shall place the final subdivision plat on the consent agenda for its next available regularly scheduled Board hearing. The Board shall consider approval of the final subdivision plat together with the approval of standard form, Construction Maintenance Agreement, and approval of the amount of performance security for the required improvements based on the estimate of probable cost. b. If all members of the Board consent to the recommendation of the County Manager or designee, then the recommendation of the County Manager or designee on the final subdivision plat shall remain on the consent agenda and the final subdivision plat shall be approved. If any member of the Board objects to the recommendation of the County Manager or designee or otherwise requests discussion on the recommendation, then the recommendation shall be taken off the consent agenda and may be discussed or scheduled for a subsequent hearing date. After due notice of the hearing to the applicant, the Board shall hold a hearing on the final subdivision plat. At the hearing, 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 and 10.02.04 C, and other provisions of the LDC. The Board shall approve, approve with conditions, or deny the final subdivision plat. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions." Objections have been raised (and previously litigated) by a neighboring property owner. A copy of their May 28th letter to the Board is included as back -up. The primary objection centers on the approval of a deviation reducing the width of the standard Right -of -Way (ROW) from 60 feet to 30 feet, which deviation is explained in greater detail above. The standard of review for Plats is set forth in the Florida Supreme Court case of Broward County v. G.B.V. International, 787 So. 2d 838 (Fla. 2001), where the Court stated as follows: "A decision granting or denying a site plan or plat application is governed by local regulations, which must be uniformly administered. The allocation of burdens expressed in Irvine v. Duval County Planning Commission, 495 So. 2d 167 (Fla. 1986), is applicable to such proceedings: [O]nce the petitioner met the initial burden of showing that his application met the statutory criteria for granting such [applications], "the burden was upon the Planning Commission to demonstrate, by competent substantial evidence presented at the Packet Page -233- 7/7/2015 9. F. hearing and made a part of the record, that the [application] requested by petitioner did not meet such standards and was, in fact, adverse to the public interest." Irvine, 495 So. 2d at 167. To deny a plat application, a local government agency must show by competent substantial evidence that the application does not meet the published criteria. Once the agency has denied the application, the developer may seek judicial review via the writ of certiorari, as explained below." The issue before this Board concerns the criteria used in granting deviations. As there appears to be no express standard for a deviation set forth in the Final Subdivision Plat process, we must look elsewhere. LDC Sec. 10.02.13.A.3 gives the following guidance: "Deviations from master plan elements. The Zoning and Land Development Review Department Director may exempt a petition from certain required elements for the PUD master plan identified in the Administrative Code when the petition contains conditions which demonstrate the element may be waived and will not have a detrimental effect on the health, safety and welfare of the community. All exemptions shall be noted within the PUD submittal and provided to the Board of County Commissioners." With respect to general Transportation System Standards, LDC Sec. 6.06.0l.N provides that a request for an alternative right -of -way cross - section must be "accompanied with documentation and justification for the alternate section based on sound engineering principals and practices," and under LDC Sec. 10.02.04.A.4, with respect to an amendment of an approved preliminary subdivision plat, the applicant "shall provide clear and convincing documentation and citations n to professional engineering studies, reports or other generally accepted professional engineering services in the state to substantiate the amendment requested." The issue then will center on the evidence with respect to the engineering support for this reduction in width, and whether such a reduction will have a detrimental effect on the health, safety and welfare of the community. Approval of this item requires majority vote by the Board. -JAK RECOMMENDATION: That the Board of County Commissioners endorses staff's recommendation to approve the final plat of Legacy Estates (Application Number PL20140001803) for recording with the following stipulations: 1. Ratify the deviation approvals for Legacy Estates ICP- PL20140002627 per letter dated April 24, 2015 from County Engineer Jack McKenna, P.E. to Terry Cole, P.E. of Hole Montes. 2. Approve the amount of $230,283.35 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Growth Management Department. 3. Approve the standard form Construction and Maintenance Agreement and direct the County Packet Page -234- 7/7/2015 9.F. '*'`, 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. 4. The off -site Preserve must be accepted by Collier County prior to recording of the plat. 5. The amended Homeowner Association Documents must be recorded concurrent with the plat recordation Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review, Growth Management Department Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost 4) Applicant Deviation Requests 5) Deviation Approval from County Engineer 6) Legacy Estates Lakeland Avenue Exhibit — ICP PL20140002627 7) Memo to Deputy County Manager 8) Letter from property owner 9) Application Backup Information due to the size of the document it is accessible at: http: / /www.collier2ov. net/ ftp/ AgendaJune2315 /GrowthMo-mt/Legacv Estates back - upmaterial.pdf Packet Page -235- COLLIER COUNTY Board of County Commissioners Item Number: 9.9.F. 7/7/2015 9.F. 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 Legacy Estates, (Application Number 20140001803) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Companion to Item 16D5. Meeting Date: 6/23/2015 Prepared By Name: HouldswortWohn Title: Site Plans Reviewer, Senior, Growth Management Department 5/23/2015 10:39:00 AM Approved By Name: McLeanMatthew Title: Project Manager, Principal, Growth Management Department Date: 5/26/2015 7:34:51 AM Name: PuigJudy Title: Operations Analyst, Growth Management Department Date: 5/28/2015 2:31:12 PM Name: PuigJudy Title: Operations Analyst, Growth Management Department Date: 5/28/2015 2:32:20 PM Name: PuigJudy Title: Operations Analyst, Growth Management Department Date: 6/2/2015 5:06:12 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 6/11/2015 8:57:56 AM Name: StoneScott Packet Page -236- 7/7/2015 9.F. Title: Assistant County Attorney, CAO Land Use/Transportation Date: 6/11/2015 3:06:37 PM Name: IsacksonMark Title: Division Director - Corp Fin & Mgmt Svc, Office of Management & Budget Date: 6/12/2015 4:01:53 PM Name: KlatzkowJeff Title: County Attorney, Date: 6/16/2015 9:44:53 PM Name: OchsLeo Title: County Manager, County Managers Office Date: 6/17/2015 9:12:26 AM Packet Page -237- 7/7/2015 9.F. v M i —'_ Sii�'G 911WI Packet Page -238- CLc! H CL cQ L 0 Q O J R W Y V• I {ifll fpnAWd nuvmt � I+ � ofdN7f0! I u•stvte�n ID1pflNM � ertn ,uuefm s em fmaf >ssw.a �'� � 3 W� I ® 4!�uo{ctxAVt b4)��rvnu+ I � � �Y 4�pi171d•1WMV � \ .. Z I & g i $W 8 g ap p R II a 4g r 1 ��,}, a b�.. ItrsNmwxtwat Packet Page -238- CLc! 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Z �u• B o� Packet Page -240- I I •tB'W uB.w' � I I I � uc or M s ,n a M w V. a ,nv,rx•.' aw.Be' � � 5 o � 0 5 aJ e$ I I I a l I I I R $ I I I II i� I l I I I I I I b I I I Packet Page -240- $ IAKEIAND AVENUE TRACT if L GIE OE IG Vl' 1Q ---- - - - - -- � uc or M s ,n a M w V. a ,nv,rx•.' aw.Be' � 5 o � 0 5 Packet Page -240- 7/7/2015 9.F. ,% lRRY �Cp�� Engineer's Opinion of Probable Cost 4 4': '�G t FN LEGACY ESTATES - INSUBSTANTIAL CHANGE RESUBMP7&L 34 HM FILE NO.: 2007018 24- Mar -15 r Note: This estimate includes all items to reflect the required changes to the existing � 1 O N P Description I Quantity I Units I Unit Cost Tota GRAVITY SEWAGE COLLECTION SYSTEM Previously Installed Raise Existing Manholes 2 EA $1,500.00 $3,000.00 Adjust Rim Elevation 1 EA $500.00 $500.00 Single Sewer Lateral 2 EA $900.00 $1,800.00 Double Sewer Lateral 3 EA $1,200.00 $3,600.00 Sewer Lateral Extension 1 EA $600.00 $600.00 Cap Existing Laterals and grout in place 5 EA $500.001 $2,500.00 Subtotal Gravity Sewage System $12,000.00 WATER DISTRIBUTION SYSTEM Relocate Permanent BSP (Exist) 1 EA $1,500.00 $1,500.00 Adjust FH and gate valve elevation 1 EA $',50.00 $750.00 Extend Water Service Double 1 EA $500.00 $500.00 Single Water Service 1 EA $500.00 $500.00 Double Water Service 5 EA $850.00 $4,250.00 Cap Existing water services 7 EA $200.00 $1,400.00 Remove /Relocate Fire Hydrant Assembly 1 EA $2,500.00 $2,500.00 Subtotal Water Main System $11,400.00 LANDSCAPING Landscape platings 1 LS $24,060.00 $24,060.00 Irrigation 1 LS $9,350.00 $9,350.00 Sodding of buffers (bahia) 1 LS $5,500.00 $5,500.00 Subtotal Landscaping $38,910.00 DRAINAGE 10" PVC Yard Drain 797 LF $20.00 $15,940.00 12" PVC Yard Drain 321 LF $24.00 $7,704.00 15" RCP 56 LF $30.00 $1,680.00 Raise existing valley gutter inlets Type "B" Catch Basin Yard Drain Inlet (Type X) Remove /replace valley gutter inlet Subtotal Drainage System; 3 2 10 1 EA EA EA EA $500.00 $3,000.00 $1,000.00 $2,000.00 $1,500.00 $6,000.00 $10,000.00 $2,000.00 $44,824.00 ICP - PL20140002627 REV: 3 H:\2007\2007018\SS\LD\LEGACY-EOPC150415.xlsx Packet Page -241- �v 7/7/2015 9.F. ;H: \2007 \2007018 \SS \LD \LEGACY - EOPC 150415.xlsx Packet Page -242- �ngmeers upmion of Probable Cost LEGACY ESTATES - INSUBSTANTIAL CHANGE RESUBMITTe II HM FILE NO.: 2007018 24- Mar -15 Note: This estimate includes all items to reflect the required changes to the existing conditions. Description ROADWAY PAVEMENT 5' Sidewalk 2' Valley Gutter Demo existing asphalt/ valley gutter 8" LBR 100 Limerock Base (Legacy & Lakeland) 3/4" Asphalt (first lift Legacy Court) 3/4" Asphalt (final lift Legacy Court) 1.5" Asphalt Lakeland Avenue 12" Stabilized Subgrade LBR 40 (Lakeland Avenue) Striping & Signage Swale grading (Lakeland) Quantity Units Unit Cost Total 4228 1158 1 2278 2015 2015 263 263 1 1 SF LF LS SY SY SY SY SY LS LS $3.00 $10.00 $8,500.00 $9.00 $5.00 $5.50 $10.00 $2.00 $2,500.00 $1,000.00 $12,684.00 $11,580.00 $8,500.00 $20,502.00 $10,075.00 $11,082.50 $2,630.00 $526.00 $2,500.00 $1,000.00 Subtotal Roadway Pavement $81,079.50 Demo Existing F -Curb Mill and Remove Existing Asphalt Silt Fencing Swale /Berm Grading 400 21 015 1,765 1,570 LF SY LF LF $4.50 $2.00 $2.00 $7.50 $1,800.00 $4,030.00 $3,530.00 $11,775.00 Subtotal Site Grading & Earthwork $21,135.00 Water and Sewer Totals $23,400.00 Site Work Totals $185,948.50 TOTAL $209,348.50 Utility Review Fee (0.75%) $175.50 Utility Inspection Fee (2.25 %) $526.50 Subtotal Utilities $702.00 Site Work Review Fee (0.75 %) $1,394.61 Site Work Inspection Fee (2.25 %) 4 183.84 Subtotal Site Work $5,578.46 Total Fees Due Minus Previously Paid Inspection & Review Fees $6,280.46 $6,105.56 dditional Review & Inspection Fees Due $174.90 ;H: \2007 \2007018 \SS \LD \LEGACY - EOPC 150415.xlsx Packet Page -242- 7/7/2015 9. F. HOLE MONTES ENGMERS . PtANMRS • & M%'f R8 950 Encore Way • Naples, Florida 34110 • Phone 239.254.2000 • Fax; 239.254.2099 April 17, 2015 Jack McKenna, County Engineer COLLIER COUNTY GOVERNMENT 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES COLLIER COUNTY PL #20140002627 REQUEST FOR DEVIATION FOR LAKELAND AVENUE PRIVATE ROW WIDTH HM FILE NO.: 2007018 Dear Jack: This request is being submitted on behalf of our Client, J.D. Development who is requesting relief from the 60' ROW width requirement for Lakeland Avenue based on the following consideration: • The proposed 30' ROW is private, low speed (30 MPH), low volume, and leads to a dead end with less than 25 total lots using the reduced ROW. The proposed 30' ROW is reduced from a 60' ROW since there is not legal access to the west of the Legacy Estates property. The proposed design substantially meets the design criteria for lane shifts as established in FDOT index 526 with respect to length of transition and sight distance. The lane shifts occur within the proposed 31Y wide Lakeland Avenue ROW. For the 10' lane transition to the east, the lane shifts occur within the proposed 30' wide Lakeland Avenue ROW, there is 139' available north of Willowick Drive versus 150' required, thus substantially meeting the criteria (STA 0 +28 to STA 1 +67). For the 10' lane transition back to the west, there is 150' from (STA 3 +32 to STA 4 +82 )' Reference Sheet 4. The drainage and pedestrian access along the project limits are accounted for in the design cross - section. I- h \4007\20p7MB\WP\LD \ICP &FP 2114 \DEWA- n0NVM150417ROW Width -LakelandAvenue.do- Packet Page -243 -' 717/2015 9.F. a The proposed change does not create any life, safety, or health issues. The proposed XY wide Lakeland Avenue ROW will be a private roadway, maintained by the Legacy Estates Homeowner's Association. This concludes our Deviation request. Should you require additional information, please feel free to contact our office. Very truly yours HOLE MONTES, INC. W. Terry Cole, P.E. Vice President WTC:tdc K\2=\2=M#\WP1LD\ICP a N 2M4\DWfMTKWW MU7 xow Hnam - tAb,e nv=we ao" Packet Page -244- 7/7/2015 9.F. HOLE MONIES ENGINEERS - PLANNERS - SURVEYORS 950 Encore Way - Naples, Florida 34110 • Phone 239.254.2000 • Fax: 239.254.2099 April 17, 2015 Jack McKenna, County Engineer COLLIER COUNTY GOVERNMENT 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES COLLIER COUNTY PL #20140002627 REQUEST FOR DEVIATION - LEGACY COURT HM FILE NO.: 2007018 Dear Jack: This request is being submitted on behalf of our Client, J.D. Development who is requesting relief from the 60' ROW requirement for Legacy Court which was included in our RAI #1 comments. • The proposed 50' wide ROW will be private and maintained by the Legacy Estates Homeowner's Association; • ROW provides access to 13 single family residential lots on a dead end cul -de -sac, thus there are low traffic volumes; • The Land Development Code for residential lots only requires sidewalk on one side of the road for this low density short dead -end road; • No utilities object to the proposed 50' ROW width; and • 50' ROW was previously approved and subdivision improvements were constructed as part of PPL- 2004 -AR -5969 (the previous project approval which subsequently expired as you are aware). FL• \2007\2007018\ WP \LD \ICP & FP 2014 \DEVIATION\JM 150417 ROW Width - Legacy Court.dom Packet Page -245 - Naples • Fort Myers 7/7/2015 9.F. This concludes our Deviation request. Should you require additional information, please feel free to contact our office. Very truly yours, HOLE MONTES, INC. W. Terry Cole, P.E. Vice President WTC:tdc H:\2007\2007018\WP\LD\1CP & FP 2014\ DEVIATION \JM 150417 ROW Width -Legacy Court.docx Packet Page -246- 7/7/2015 9.F. April 24, 2015 Terry Cole Hole Montes 950 Encore Way Naples, FL 34110 RE: Legacy Estates ICP- PL20140002627 Request for Deviation for Lakeland Avenue and Legacy Court Private ROW Width Dear Terry, In reviewing your two requests for deviation under PL #20140002627 (Private ROW width for Lakeland Avenue and Legacy Court) I find the proposals to meet the test of meeting safety requirement and so have no objection. However, as we discussed, in regard to the Lakeland Avenue proposal I ask that while this is approved to move forward, that you continue to pursue a more traditional road alignment opportunity if available. Resp� 741' y � J ck McKenna P.E. County Engineer cc: John Houldsworth Engineering & Natural Resources Division • 2800 North Horseshoe Drive • Naples, FL 34104 a 239 -252 -2400 Packet Page -247- -- - -- - -I I \ \ WILLOWICK DRIVE_ ICP PL 20140002627 LEGACY ESTATES VERSION DESIGN SPEED= 30 M.P.H. POSTED SPEED= 30 M.P.H. 5/4/2015 Packet Page -248- / /1 /LUIb V.F-. 1 I ----------------------- I 1 \ I PROPOSED 30' WADE TRACT R7 1 (PUBLIC ROADWAY) EXISTING -;, I I I I SOLID WHITE 6' PAVEMENT I �i EDGE LINE I10 i� I CONSTRUCT 5' WIDE I CONC. SIDEWALK (TYP) ' i I SINGLE 6' SOLID STOP SIGN YELLOW CENTERLINE I � R1 -1 � (r d I O _ 1- i — — — — — } I — I �- \ � ENTRY GATE Ac WALLS 24' WIDE SOLID WHITE PAINTED STOP BAR , 1' ? MACY "DOUBT - - - Y. 12' WIDE SOLID WHITE PAINTED CROSSWALK I1 ------ -�' --� ;rl �'— ENTRY GATE I I D" & WALLS I I SINGLE 6' SOLID I YELLOW CENTERLINE I I 1 (100 LF.) I I 6- SOLID WHITE I I 1 30. I I EDGE LINE I I w I I I 1 SINGLE SOLID I I PROPOSED 30' WIDE I YELLOW LINE ,) TRACT Rt I I (PUBLIC ROADWAY) I I 1 CONSTRUCT 5' WIDE I I } CONC. SIDEWALK (TYP) I I - - - - - -I \ f t 1 I� I 1 i 6' SOLID WHITE EDGE LINE SINGLE 6' SOLID YELLOW CENTERLINE ZI I, 0 30 139' LANE TRANSITION SCALE IN FEET i EXISTING EDGE PAVEMENT�� I I I I I, 1 -- - -- - -I I \ \ WILLOWICK DRIVE_ ICP PL 20140002627 LEGACY ESTATES VERSION DESIGN SPEED= 30 M.P.H. POSTED SPEED= 30 M.P.H. 5/4/2015 Packet Page -248- 7/7/2015 9. F. Co ter County Growth Management Department Development Review Division Memorandum Date: June 10, 2015 To: Nick Casalanguida, Deputy County Manager Cc: James French, Deputy Department Head Growth Management Department From: Matt McLean, P.E. Manager Development Review Division RE: Legacy Estates Construction Plans ICP— PL20140002627 & Final Plat FP- PL20140001803 In follow -up to our conversation regarding the Legacy Estates project, please allow this memo to serve as confirmation that staff has reviewed the application documents and plans and design for the Legacy Estates project, and confirms that this proposed project will have an overall de minimis effect on the Collier County Floodplain (less than 1ft of overall impact). Developmert Review Division - 2800 North Horseshoe Drive - Naples, Florida 34104.239-252 -2400 • wwwr.colliergovnet Packet Page -249- 7/7/2015 9.F. Dr. Elizabeth Nelson 615 Lakeland Avenue Naples, Florida 34110 May 28, 2015 Board of County Commissioners: Ms. Donna Fiala Ms. Georgia A. Hiller Mr. Tom Henning Ms. Penny Taylor Mr. Tim Nance 3299 Tamiami Trail East, Suite 303 Naples, FL 34112 Subject: Legacy Estates Dear Commissioners, I am writing in regard to a proposed subdivision on a 5 -acre parcel currently know as "Legacy Estates" at the northern terminus of Lakeland Avenue. Here's a bit of history on Lakeland Avenue Extension: Lakeland Avenue Extension was paved, and is maintained, by the residents along this northern stretch. This is not a publicly dedicated roadway. A previous owner of the subject 5 -acre parcel, Mr. D'Agostino, was denied subdivision because the Collier County Land Development Code, Section 3.2.8.4.16, states in part that, "every subdivision shall have legal and adequate access (my emphasis) to a street dedicated for public use and which has been accepted for maintenance by or dedicated to the State of Florida or Collier County." This property was zoned RSF -3 at the time Mr. D'Agostino was denied the right to subdivide. Additionally, Subdivision Regulations Section 6.06.01 (L) of the LDC states that, "Half or partial streets shall not be permitted... Whenever the property to be developed borders on an existing or partial street, the other part of the street shall be required to be dedicated and constructed within such property." In 1994 another resident, Mr. Ken Waltson, was denied subdivision for the reasons cited above and his property was also zoned RSF -3. That document is enclosed. The same Land Development Code must apply to all properties and yet the proposed access to Legacy Estates does not meet LDC requirements, does not provide legal and adequate access, and will create unsafe traffic patterns. Packet Page -250- 7/7/2015 9.F. I urge you to take a close look at the site plans to see the Traffic pattern. More ra';an one traffic engineer has deemed this roadway unsafe. I believe one of them works for the County. The County approved a plat for the subject property in 2006. Since this 5 -acre property is zoned RSF -3, the plat was approved for 14 single family lots which is consistent with the zoning of the property. Why was the subject property approved when two other parcels on Lakeland Avenue Extension had previously been denied? One might wonder if the initial 2006 plat approval had anything to do with a member of the Collier County Planning Commission having a financial stake in the plat approval. I understand this person has since sold his interest in the property. Perhaps this approval so long denied others would have again been denied in 2006 if a member of the Planning Commission did not have a financial interest. Conflict of interest. So one ruling that addressed the RSF -3 zoning - zoning which has been in place for at least 30 years and was the zoning for other land owners who wished to subdivide but could not - has trumped the fact that this parcel still does not meet CC Land Development Code. Yes the builder may construct multiple homes (RSF -3) but does not have the legal status to subdivide. The purpose of this letter is three -fold: This item will come before you at some point in the future yet to be determined. I am asking you to deny approval. Should this development be approved by the Board Of County Commissioners, I will hold Collier County liable for any accident, whether vehicular, pedestrian, child on a bike, pet, or any other property damage due to the unsafe traffic pattern that would be created. I reserve the right to take legal action against Collier County should a different court find in our favor. Thank -you, Dr. Elizabeth Nelson Enclosures: 1 cc: Pete Doragh, Doragh Law Firm John Houldsworth, Senior Site Plan Reviewer Jeffrey A. Klatzkow, County Attorney Packet Page -251- 7/7/2015 9.F. Rim HOLE MONTES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Way • Napies, Florida 34110 - Phone 239.254.2000 • Fax: 239.254.2099 November 26, 2014 Dear Paula: Please accept this letter and the enclosed Minor Subdivision Plat (FP) Application as it relates to the previously approved PPL -AR -5969. Based on the PPLA Pre - Application Meeting Notes dated 9/3/14 (attached) that were provided at the meeting, it was agreed upon by Matt McLean per his e-mail dated 10/3/14, that the PPLA Pre -App Notes were to be used for the ICP submittal, the VRSF and FP submittals. It was also Malt's request (see e-mail dated 10/3/14) that the ICP, the VRSF and Minor Subdivision Plat (FP) Application submittals be submitted simultaneously for review. The Insubstantial Change and the Vegetation Removal & Site Filling Applications are also being submitted simultaneously under separate cover. Legacy Estates Narrative: Legacy Estates was originally designed by Terrance L. Kepple, P.E. The project was approved as PPL 2002 - AR - 5969 on 12/6/2005. The project was substantially constructed in 2006, but was never certified, and utilities were not conveyed to Collier County. The property has been purchased recently by a new owner, Breault Construction, Inc. Based on recent meetings and discussions with Collier County staff, the revised plans/ submittal will be made as an Insubstantial Change which will include: A. Revisions to the water management system to increase the volume of water quality storage. As discussed, I have extensively reviewed the water management design criteria and the present conditions versus the requirements. The site conditions will not allow the water management volume requirements to be met for a 25 -year, 3 -day storm without severely impacting the economic viability of the project (at least 3 lots would be lost). We understand that since the project was previously permitted and substantially constructed, Collier County will allow the project to remain with 14 lots provided that all lots conform to the minimum lot size (this can be accomplished by mitigating for the Packet Page -252 - Napies - "rt Myers FP PL20140001803 REV: 1 Paula Brethauer, Project Coordinator - Client Services LEGACY ESTATES DATE: 12/1/14 COLLIER COUNTY GOVERNMENT DUE: 12/22/14 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES REQUEST FOR MINOR SUBDIVISION PLAT (FP) HM FILE NO.: 2007018 Dear Paula: Please accept this letter and the enclosed Minor Subdivision Plat (FP) Application as it relates to the previously approved PPL -AR -5969. Based on the PPLA Pre - Application Meeting Notes dated 9/3/14 (attached) that were provided at the meeting, it was agreed upon by Matt McLean per his e-mail dated 10/3/14, that the PPLA Pre -App Notes were to be used for the ICP submittal, the VRSF and FP submittals. It was also Malt's request (see e-mail dated 10/3/14) that the ICP, the VRSF and Minor Subdivision Plat (FP) Application submittals be submitted simultaneously for review. The Insubstantial Change and the Vegetation Removal & Site Filling Applications are also being submitted simultaneously under separate cover. Legacy Estates Narrative: Legacy Estates was originally designed by Terrance L. Kepple, P.E. The project was approved as PPL 2002 - AR - 5969 on 12/6/2005. The project was substantially constructed in 2006, but was never certified, and utilities were not conveyed to Collier County. The property has been purchased recently by a new owner, Breault Construction, Inc. Based on recent meetings and discussions with Collier County staff, the revised plans/ submittal will be made as an Insubstantial Change which will include: A. Revisions to the water management system to increase the volume of water quality storage. As discussed, I have extensively reviewed the water management design criteria and the present conditions versus the requirements. The site conditions will not allow the water management volume requirements to be met for a 25 -year, 3 -day storm without severely impacting the economic viability of the project (at least 3 lots would be lost). We understand that since the project was previously permitted and substantially constructed, Collier County will allow the project to remain with 14 lots provided that all lots conform to the minimum lot size (this can be accomplished by mitigating for the Packet Page -252 - Napies - "rt Myers 7/7/2015 9. F. u u Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - MINOR SUBDIVISION PLAT (FP) November 26,2M4 HM File No.: 2007018 Page 2of4 native preserve requirements offsite) and that water quality storage is maximized by using rear yard swales. B. New FDEP permits will be required for the water and wastewater systems - the forms will be submitted for Collier County signature with the I.C. submittal. C. A VRFSP will be submitted for clearing and filling of the entire site. D. The plat will be submitted as a Minor Subdivision Plat. E. Discussions with the County staff also affirmed that after approval of the I.C. and VRFSP, clearing, filling and construction modifications may begin on the project prior to the plat being approved/ recorded. F. The I.C. submittal will include a utility deviation for a proposed wall /gate entry crossing the 8" water main on the North side of Legacy Court. In addition, a separate utility deviation is required for the 8" water main on the North side of Legacy Court having only 2.5' of clearance between the water main and the back of valley gutter vs. the 7.5' County requirement. G. The I.C. submittal will also include the installation of sidewalk along the Lakeland Ave. frontage, the addition of an automatic flushing device at the end of the water main on Legacy Court and landscape plantings where the previous preserve area was proposed. We have enclosed the following information: Minor Subdivision Final Plat (FP) • Fourteen (14) copies of the narrative cover letter (this is the cover letter); • Fourteen (14) copies of the Minor Subdivision Plat (FP) Application with highlighted FP Checklist; H:\2007\2007018\WP\LD\1CP & FP 2014 \FINAL PLAT\ PB 141126 Minor Subdivision Final Platdocx Packet Page -253- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - MINOR SUBDMSION PLAT (FP) November 26, 2014 HM File No.: 2007018 Page 3 of 4 • Fourteen (14) copies of the plat (signed and sealed) • One (1) copy of the PPLA Pre - Application Meeting Notes dated 9/3/14; • One (1) copy of the e-mail from Matt McLean dated 10/3/14; • Four (4) copies of the boundary survey (signed and sealed); • One (1) copy of the Addressing Checklist dated 8/19/14; • One (1) copy of the Evidence of Authority (Corporate Resolution) dated 4/20/12; • Four (4) copies of the Zoning Data Sheet (HM Drawing No. 4805, Sheet 7 (signed and sealed); • Two (2) copies of the previously approved COA dated 10/6/2008; • One (1) copy of the Affidavit of Authorization; • One (1) copy of the Letter of Intent to record the plat; • One (1) copy of the Homeowner Association Documents (to be - provided upon receipt); • One (1) copy of the Warranty Deed; • One (1) copy of the Engineer's Opinion of Probable Cost (signed and sealed); • One (1) copy of the Fee Calculation Worksheet (signed and sealed); and • One (1) associated fee check #1017 in the amount of $1,025.00. H:\2007\X07018\WP\LD\1CP & FP 2014 \17INAL PUT\ °R , Al M * f . "division Final MLdocx Packet Page -254- 7/7/2015 9. F. Paula Breftuer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - MINOR SUBDMSION PLAT (FP) November 26, 2014 HM File No.: 2007018 Page 4 of 4 This concludes our Minor Subdivision Plat (FP) submittal. Should you have any questions pertaining to the enclosed submittal documents, please feel free to contact my office. Very truly yours, HOLE MONTES, INC. !v W. Terry Cole, P.E. Vice President WTC:tdc Enclosures cc: Tim Breault w /enclosures Bryon Adamczyk w /enclosures Jim Drescher w/ enclosures H:\2007\2007G18\WF\LD\1CP do FP 2014 \FINAL PLA'I'D PB 141126 Mimr Subdivision Final Platd= Packet Page -255- 7/7/2015 9.F. ..� \4-01 AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) 1, Tim Breault (print name), as President (title, if applicable) of (company, If applicable), swear or affirm under oath, that I am the (choose one) owner = applicant ontract purchaser and that: 1. 1 have full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. 1 have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions ize WU�r th�app �oxed ce President of Hole N 5. Well authorize ry to act as our /my representative in any matters regarding this petition including 1 through 2 above. "Notes: • it the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres. • If the applicant is a Limited Liability Company (LLC.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member." • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • if the applicant is a limited partnership, then the general partner must sign and be identified as the general partner" of the named partnership. • If the applicant is a trust, then they must include the trustee's name and the words "as trustee" • In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then ase the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated in it are true. f ki J J Signature Date STATE OF FLBROAM14- 4114Y COUNTY OF —t1ER kV,fi t The foregoing instrument as sworn to (or affirmed) and subscribed before me onl / /Q141"' (date) by i` (name of person providing oath or affirmation), as who is personalty known to or who has produced elb (type of identification) as identification. STAMP/SEAL Si nature of Notary Public PATTIA OHANNESIAN NOTARY PUBLIC - STATE OF MiCNIMN COUNTY OF WAYNE W COMMission Expires March 15,2015 Cr&&COA -N 115k155 �% M ft minty � WAYNE REV 31W14 Packet Page -256- 7/7/2015 9. F. u HOLE MONTES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Way - Naples, Florida 34110 • Phone 239.254.2000 • Fax: 239.254.2099 February 11, 2015 Paula Brethauer, Project Coordinator - Client Services FP LEGACY ESTATES COLLIER COUNTY GOVERNMENT LEGACY ESTATES 5 2800 North Horseshoe Drive DUE: 3/11/15 Naples, Florida 34014 RE: LEGACY ESTATES (Final Plat) 2nd Review Re- submittal Response Comments Collier County PL20140002803, HM File No.: 2007018 Dear Paula: REV: 2 This letter is in response to County comments letter dated December 18, 2014. We offer the following responses: ENGINEERING STORMWATER REVIEW - BRETT ROSENBLUM 1. Extend the 23 foot DE to the west (through Iot 1) to the Lakeland Avenue east right -of -way line to match the construction plans. Response: The Plat has been revised as requested. ENGINEERING SUBDIVISION REVIEW -JOHN HOULDSWORTH 1. Plat Cover Sheet: • Dates will be 2015; • There will be a new BCC Chairman; • ENGINEERING SERVICES should now be COUNTY ENGINEER and Growth Management Division as the department, and • Acknowledgment block is for a different entity. Response: The Plat has been revised as requested Packet Page -257 - ivapiva - rVrL ivIyeis 7/7/2015 9.F. Paula Brethauer COLLIER COUNTY GOVERNMENT 101,\ RE: LEGACY ESTATES (Final Plat) - Collier County PL20140001803 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 2 of 8 2. Please provide plat easement approval letters from utility providers. Response: Current Utility Letters of Availability from CenturyLink, Collier County Public Utilities, Comcast, FPL & TECO Peoples Gas are included with this submittal. 0 Please provide HOA Draft upon receipt. Response: The draft HOA documents will be provided upon receipt. 4. PIease provide a Title Opinion. Response: The Attorney Title Opinion is included with this submittal. 5. The Preliminary Subdivision plat which was approved for this project has expired. Any deviations from the standards contained within the Land Development Code must be addressed. Response: Acknowledged 6. PIease define the limits of the Wall Easement. It appears that the Wall Easement is over the entire PUE. Response: The Plat has been revised as requested. 7. Please demonstrate the ability to use that portion of Lakeland Avenue which is outside of the applicant's property for ingress and egress. Response: The plans have been revised to provide for access without utilizing the west half of Lakeland Avenue for egress. 8. Please verify that Collier County will accept maintenance of Lakeland Avenue up to the project entrance. All subdivisions must have access to a road which has been accepted for County maintenance. Response: Tract R -1 will be dedicated to and maintained by the Legacy Estates HOA. This tract will provide access to the subdivision and it abuts a public ROW at the southern limits of the property. H: \2007\2007018 \WP \LD \ICP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Comments,docx Packet Page -258- 7/7/2015 9.F. v u Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - Collier County PL20140001803 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 3 of 8 9. Please add a dedication for a sidewalk easement if necessary and show location on plat map. Response: The Plat has been revised as requested. COUNTY ATTORNEY REVIEW - JOHN HOULDSWORTH 1. Dedications list "Breault Holdings, LLC" as owner, but the signature block lists "Breault Construction, Inc." as owner. Response: The Plat has been revised for consistency. 2. Breault Construction, Inc. is listed as Inactive with the Florida Division of Corporations. Response: The corporation status has been updated. 3. Add a separate dedication to the North Naples Fire Control and Rescue District � for emergency access over Tract R and R1. Response: The Plat has been revised as requested. 4. Delete "as a drainage easement" from Dedication A.2. Response. The Plat has been revised as requested. 5. Please confirm with staff that Collier County will accept fee simple title and maintenance of Tract R1. Response. Tract R -1 will be dedicated to and maintained by the Legacy Estates HOA. This tract will provide access to the subdivision and it abuts a public ROW at the southern limits of the property. 6. The "Acknowledgement" block on the plat cover sheet has the wrong person and company. Please revise. Response. The Plat has been revised as requested. H:\2007\2007018\WP\LD\1CP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Comments.doc: Packet Page -259- 7/7/2015 9.F. u Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - CoIlier County PLZM40WIS03 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 4 of 8 ENGINEERING SURVEYOR REVIEW - MARCUS BERMAN 1. Sheet 1: In dedication C.1., please change the period to a comma in the second line, right after... ingress and egress rights. Response: The Plat has been revised as requested. 2. Sheet 1: Please remove NGVD1929 from the legend. Response: The Plat has been revised as requested 3. Sheet 1: Please change all dates to 2015 and leave the County Commission Approval Chairman blank as there will be a new chairman in January. Response. The Plat has been revised as requested. n 4. Sheet 1: Under the County Approvals, please change "Engineering Services" to the following: COUNTY ENGINEER THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DIVISION OF COLLIER COUNTY, FLORIDA, THIS — DATE OF 2015, .A.D. JACK MCKENNA, P.E. COLLIER COUNTY ENGINEER Response: The Plat has been revised as requested 5. Sheet 2: Please show where the wall easement starts and stops in lot 1 and Tract A. Response: The Plat has been revised to add the requested dimensions. 6. Sheet 2: Please extend the 23' DE to the west line of lot 1. Response: The Plat has been revised as requested H: \2007\2007018 \WP \LD \1CP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Comments.docx Packet Page -260- u Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - Collier County PL2M40001803 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 5 of 8 7/7/2015 9.F. 7. Along with your next submittal, please re- submit 6 copies of the plat signed and sealed with 3 of the 6 highlighted with ALL the above changes. Response. Acknowledged ENVIRONMENTAL REVIEW - DAVID ANTHONY 1. Include on site plans the parcel identification number, a location map, and type of habitat (FLUCFCS Codes) for any proposed off -site pre3servation /mitigation or include a note on site plans that payment in lieu will be made to Conservation Collier. (LDC 3.05.07 F.4.) You will want to coordinate with Alexandra Sulecki of Conservation Collier at 239- 252 -2961 for either the land donation or payment in lieu. Response. The owner is in the process of procuring off -site preservatiotVmitigation. Documentation will be forthcoming. TRANSPORTATION PATHWAYS REVIEW - MATT MCLEAN 1. Provide AE over area of sidewalk that encroaches into Tract A and Lots 3 & 4. Response. The sidewalk has been deleted on that side of Legacy Court and no SWE (sidewalk easement) is needed. TRANSPORTATION PLANNING REVIEW - STEPHEN SALUCH Miscellaneous Corrections 12/12/14 Comments: 1. On sheet 1 of 2, in the dedications to Collier County, Tract R1 should be dedicated "without responsibility for maintenance ", since the County assumes no responsibility for maintenance of Lakeland Avenue beyond Willoughby Acres. Maintenance of Tract R1 shall be assumed by the developer/ community association. Response. The Plat has been revised as requested. H:\2007\2007018\WP\LD\lCP & FP 2014 \FINAL PLAT \2nd Re- submittal \pB 150211 2nd Review Final Plat Resubmitw Comments.docx Packet Page -261- 7/7/2015 9.F. u � Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - ColIier County PL2o140001803 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 6 of 8 2. On sheet 2 of 2, identify the access easement and source document for the western 30 feet of the Lakeland Avenue ROW that fronts the Legacy Estates parcel, since it is also required for legal access to Legacy Estates. Response. The plans have been revised to provide for access without utilizing the west half of Lakeland Avenue for egress. ZONING REVIEW - CHRISTOPHER SCOTT 1. 10.02.04 B.3.t. On site plan, for single - family lots, show typical unit on typical interior and corner lots. Response. The Plans has been revised as requested. There are no corner lots with the revised site plan. 2. On the Zoning Data Sheet, please update the typical lot details to show front setbacks measured from the property line and remove the note ` Front setback is measured from back of curb." The property is zoned RSF -3 and all setbacks shall be measured from the property lines. Response. The Plans has been revised as requested. There are no corner lots with the revised site plan. 3. 10.02.04 B.3.t. On site plan, for single - family lots, show typical unit on typical interior and corner lots. Response: The Plans has been revised as requested. There are no corner lots with the revised site plan. 4. On the zoning data sheet, please remove rear accessory setback setbacks are per LDC Section 4.02.03 A., Table 3. and vary based d on the ctype of accessory structure. Response: The Plans have been revised as requested. A note has been added to reflect that the accessory structures are per LDC Section 4.02.03 A., Table 3. H: \2007\2007018\ WP\ LD \1CP & FP 2019 \FINAL PLAT \2nd Re- submittal \pB 150211 2nd Review Final Plat Resubmittal Comments docx Packet Page -262- u Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - CoIlier County P1.20140001803 2,d Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 7 of 8 On 7/7/2015 9.F. 5. 10.02.04 B.3.t. On site plan, for single - family Iots, show typical unit on typical interior and corner lots. Response: The Plans has been revised as requested. There are no corner lots with the revised site plan. 6. On the zoning data sheet, please provide setback dimensions on the typical lot layouts, i.e., 30' front, 7.5' side, 25' rear. Response: The Plans have been revised as requested. 7• On the zoning data sheet, please update the Development Standards Table to identify minimum floor area for 1 -story structures is 1,000 SF and for 2 -story structures is 1,200 SF. Response: The Plans have been revised as requested. 8. The zoning data sheet is used by staff when reviewing individual building permits. Because staff is now verifying that structures comply with the County's Flood Damage Prevention Ordinance (Ch 62, Collier County Code of Laws), please include minimum FFEs for each lot (as shown on Sheet 4). According to the information provided with this application, this subdivision does not have a water management system designed and built for a 25 -year, 3 -day storm event. Therefore, minimum floor elevations must be at Ieast of 18 inches above crown of road. Response: The Plans have been revised as requested. A water management system has been incorporated into the revised design and the minimum FFE is based on the water management system calculations. We have enclosed the following documents for review and approval: • Fourteen (14) copies of the response comments letter (this is the response comments letter); • Fourteen (14) copies of the revised Construction Plans (HM Drawing No. 4805, Sheets 1 -9) signed and sealed; H: \2007 \2007018\ WP\ LD \ICP & FP 2014 \FINAL PLAT \2nd Re- submittal\ PB 150211 2nd Review Final Plat Resubmittal Comments,docx Packet Page -263- n Fri Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - Collier County PL20140001803 2nd Review Re- submittal Response Comments HM File No.: 2007018 February 11, 2015 Page 8 of 8 7/7/2015 9.F. • Six (6) copies of the revised plat signed and sealed and (3 of the 6 highlighted with ALL the above changes); • Four (4) copies of the revised Zoning Data Sheet (HM Drawing No. 4805, Sheet 7) (signed and sealed); • One (1) copy of the Attorney Title Opinion dated November 14,2014; • Four (4) copies of the Plat easement approval letters from utility providers (CenturyLink, Collier County Public Utilities, Comcast, FPL and TECO). This concludes our Final Plat re- submittal. Should additional information be required, please feel free to give me a call. Very truly yours, HOLE MONTES, INC. W. Terry Cole, P.E. Vice President WTC:tdc Enclosures cc: Jim Drescher w /enclosures Tim Breault w/ enclosures Bryon Adamczyk w /enclosures H: \2007\2007018\ WP\ LD\ ICP & FP 2014 \FINAL PLAT\2nd Re- submittal \PB 150211 2nd Review Final Plat Resukn ttal Comments.docx Packet Page -264- 7/7/2015 9.F. HOLE MOINES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Way • Naples, Florida 34110 - Phorne 239.254.2000 • Fax: 239.254.2099 May 15, 2015 Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES (Final Plat) 3rd Review Re- submittal Response Comments Collier County PL20140001803 HM File No.: 2007018 Dear Paula: FP PL20140001803 REV: 3 This letter is in response to County comments letter dated February 26, 2015. We offer the following responses: ENGINEERING SUBDIVISION REVIEW - JOHN HOULDSWORTH 1. Pending acceptance of offsite Preserve mitigation. Response: Acknowledged. Staff has approved the parcel contingent upon the Board of County Commissioners acceptance. The closing will occur post acceptance and prior to plat recordation. An executed Contract for Sale is included in this submittal. 2. Provide sufficient access to the rear yard drainage easement areas for maintenance by the HOA. Response. Access is provided via detention areas Tracts A & B. 3. The HOA documents should disclose that the rear yard swales are an integral to the overall water management system for the subdivision and are under no circumstances shall the swales be filled in. You might include that the swales may have storm water in them for much of the rainy season. Response: The HOA docs will be revised to include the requested language. As we discussed on 41245, we understand that the plat may be approved with a stipulation that the revised HOA docs be submitted and approved prior to plat recordation. Packet Page -265- 10plua - i Lilt tvlywZa 7/7/2015 9.F. Paula Brethauer, intake / COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) P120140001803) 3RD Re- submittal Response comments �1 May 15, 2015 Page 2 of 5 PIease label Lakeland Avenue outside of the plat as "PUBLIC" and Lakeland Avenue within the plat as "PRIVATE ". Response. Acknowledged and revised as requested. .5' Please demonstrate the ability to use that portion of Lakeland Avenue which is outside of the applicant's property for ingress and egress. Rev. 2. Deviation approved by County Engineer required for reduced right -of- way since the western half of Lakeland Avenue is no longer within the construction limits. Response. The approved Deviation is attached. The Preliminary Subdivision plat which was approved for this project has expired. Any deviations from the standards within the Land Development Code must be addressed. Response. Acknowledged. The approved deviation for 50' ROW for Legacy Court is attached. Please provide HOA draft upon receipt. Rev 2. Same Response :. As we discussed on 5/1/15, we understand that the plat may be approved with a stipulation that the revised HOA docs be submitted and approved prior to plat recordation. PIease provide plat easement approval letters from utility Rev. 2. Please provide plat /easement approval letter om FP &L. The letter which was provided is for availability. Response: The FPL plat approval letter is attached. H:\2007\2007018\WP\LD\1CP & FP 2014 \FINAL PLAT\3rd Re- Subatittal \PB 150515 3rd Re- Subatittal to FP.docx Packet Page -266- 7/7/2015 9.F. Paula Brethauer, Intake COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) 3RD Re- submittal Response comments May 15, 2015 Page 3 of 5 COUNTY ATTORNEY REVIEW - TOHN HOULDSWORTH/SCOTT STONE 1. Update owner signature block to have "Breault Construction, Inc." above the signature line, and "Timothy Breault, President" below the line. Response. The plat has been revised to reflect a change in ownership and an updated Title Opinion is included with this submittal. 2. Tract R -1 must be dedicated as a "private road ", not as a "public access easement ". Revise Dedication A -2 accordingly. Response. The plat has been revised. 3. Embolden the "Tract R" label on plat sheet 2. Response: The plat has been revised. 4. The plat depicts sidewalk easements, but SWEs are not included in the Dedications section. Revise accordingly. Response: The plat has been revised. 5. It appears the County's only access to the rear 23' D.E. of the lots is via the entrance of the subdivision (Tract R -1). PIease verify with staff that there shouldn't be additional access to the rear lot D.E., via D.E.'s along the lot line boundaries, especially or those lots toward the back of the subdivision (e.g. Lots 6, 7, 8). Response. Additional access is now provided across Tracts A & B. ENVIRONMENTAL REVIEW - DAVID ANTHONY 1. Include on site plans the parcel identification number, a location map, and type of habitat (FLUCFCS Codes) for any proposed off -site preservation/ mitigation or include a note on site plans that payment in -lieu will be made to Conservation Collier. (LDC 3.05.07 F.4.). H:\2007\2007018\WP\LD\1CP & FP 2014 \FINAL PLAT \3rd Re- Submittal \PB 150515 3rd Re- Submittal to FP.docx Packet Page -267- 7/7/2015 9. F. Paula Brethauer, Intake COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) ^` 3RO Re- submittal Response comments May 15, 2015 Page 4 of 5 You will want to coordinate with Alexandra Sulecki of Conservation Collier at 239- 252 -2961 for either the land donation or payment in lieu. Response. A copy of the Contract for Sale is attached. The ICP plans have been revised to add a sheet depicting the requested information for the off -site mitigation parcel and the ICP was approved on May 4, 2015 with the requested revisions. See Sheet 10 of 10. TRANSPORTATION PATHWAYS REVIEW - TODI HUGHES 1. Provide AE for section of sidewalk between entrance way and right -of -way on the side of Legacy Court. This is the small on the section NW corner of Tract A. Response., The plat has been revised to add a SWE to the portion of Tract A where the sidewalk encroaches. We have enclosed the following documents for review and approval: • Fourteen (14) copies of the response comments letter (this is the response comments letter); • One (1) copy of the Explanation of Re- submittal fees for Plats & Construction Plans with fee check #1395 in the amount of $500.00. • Fourteen (14) copies of the revised Construction Plans (HM Drawing No. 4805, Sheets 1 -10) signed and sealed; • Eleven (11) copies of the revised plat signed and sealed and (3 of the 11 highlighted with ALL the above changes); • One (1) copy of the updated Title Opinion dated 4/29/15 is enclosed; One (1) copy of the approved Lakeland Avenue & Legacy Court Deviation dated April 25, 2015; • One (1) copy of the FPL Plat approval letter. • One (1) copy of the current Homeowner Documents. H: \2007\2007018 \WP \LD \ICP & FP 2014 \FINAL PLAT \3rd Re- Submittal \PB 150515 3rd Re- Submittal to FP.docx Packet Page -268- Paula Brethauer, Intake U 7/7/2015 9.F. COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) pL20140001803) 3RD Re- submittal Response comments n May 15, 2015 Page 5 of 5 • One (1) copy of the Contract for Sale; and • One (1) CD containing submittal documents. This concludes our Final Plat 3rd re- submittal review response comments. Should additional information be required, please feel free to contact our office. Very truly yours, HOLE MONTES, INC. zm W. Terry Cole, P.E., Vice President WTC:tdc Enclosures cc: J. Drescher w/ enclosures B. Adamczyk w/ enclosures \2007\2407018\ WP\ LD \ICP & Fp 2014 \FINAL PL AT\3rd Re,Subatittal\PB 150515 3rd Re- Submittal to FP. doe,, Packet Page -269- 7/7/2015 9.F. MEMORANDUM TO: Legacy Estates HM FILE NO.: 2007.018 FROM: W. Terry Cole, P.E. DATE: April 1, 2015 RE: CHLORAMINE DISSIPATION REPORT This design memorandum was prepared for the Chloramine Dissipation analysis for the referenced project. The system was analyzed based on a Global Demand factor = 4.0 based on the attached worksheet. This potable water distribution system was hydraulically modeled for design use in the Kentucky Pipe computer program. The program performs an analysis of the system by distributing flow through a network of pipes and ^',errand nodes as shown on the attached calculations. A schematic of the system used to develop the computer .nput data is attached. This analysis proves that the longest time in pipe of 3.0 hours is less than 100 hours therefore passing the Chloramine Dissipation criteria. WTC:tdc H:\2007\2007018\WP\Chloramine—Dissipation_Report—I Packet Page -270- � II111, ++� rot�i�ii Florida Registration No. 42347 7/7/2015 9.F. CHLORAMINE DISSIPATION ANALYSIS NORMAL WATER USAGE CALCULATION Residential Units = 2.0 persons x 170 GPD = 340 GPD 340 GPD / 1440 = 0.236 GPM CHOLRAMINE DISSIPATION CRITERIA Residential Units = 2.0 persons x 4.0 peak factor x 170 GPD / 1440 = 0.944 GPM x (# of Units) GLOBAL DEMAND FACTOR 0.944/0.236 = 4.0 H:\2007\2007018 \WP \CHLORAMINE DISSIPATION ANALYSIS 150401.doc Packet Page -271- 7/7/2015 9.F. Legacy Estates Chloramine Dissipation Report 4/01115 2 1 2 290 0.04 2.0 Total Time in Pipe = 3.0 H:\ 2007\ 2007018 \SS \Chloramine_Pipe Time_150401.x1s Packet Page -272- DATE = 04 -01 -2015 JOB NAME = 7/7/2015 9.F. PAGE NO. 1 * * * * * * * * * * K Y P I P E 2 * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * Distribution of Pressure and Flows in Piping Networks * 1000 PIPE VERSION - 1.01 (06/05/92) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE: 4/ 1/2015 TIME: 12:13:58 1INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6u1 \LEstCC.DAT TABULATED OUTPUT FILENAME -- - - - - -- C: \kypipe2 \6ul \LEstCC.OUT POSTPROCESSOR RESULTS FILENAME - -- C: \kypipe2 \6ul \LEstCC.RES ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O R I G I N A L D A T A ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** U N I T S S P E C I F I E D FLOWRATE ............ = gallons /minute HEAD (HGL) .......... = feet PRESSURE ............ = psig P I P E L I N E D A T A STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS FGN -HGL NUMBER #1 #2 (ft) (in) COEFF. COEFF. (ft) ------------------------------------------------------------------------------- 1-FG 0 1 290.0 8.0 120.00 .00 125.50 2 1 2 290.0 8.0 120.00 .00 J U N C T I O N N 0 D E D A T A JUNCTION JUNCTION • EXTERNAL JUNCTION Packet Page -273- DATE = 04 -01 -2015 JOB NAME _ n 7/7/2015 9.F. PAGE NO. 2 NUMBER TITLE DEMAND ELEVATION CONNECTING PIPES (gpm) (ft) ------------------------------------------------------------------------------ 1 1. 65 10.00 1 2 2 1.42 10.00 2 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 1 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES ...................(p) = 2 NUMBER OF JUNCTION NODES ..........(j) = 2 NUMBER OF PRIMARY LOOPS ...........(1) = 0 NUMBER OF FIXED GRADE NODES .......(f) = 1 NUMBER OF SUPPLY ZONES ............(z) = 1 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) AVERAGE DAILY FLOW P I P E L I N E STATUS CODE: XX CV PIPE NOD] NUMBER #1 R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP #2 LOSS HEAD (gPm) (ft) (ft) Packet Page -274- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) 7/7/2015 9. F. DATE = 04 -01 -2015 PAGE NO. 3 JOB NAME _ ------------------------------------------------------------------------------- 1 -FG 0 1 3.07 .00 .00 .00 .02 .00 2 1 2 1.42 .00 .00 .00 .01 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) . (ft) (psi) ------------------------------------------------------------------------------ 1 1.65 125.50 10.00 115.50 50.05 2 1.42 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +} INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER ( gpm ) -------------------- 1 3.07 NET SYSTEM INFLOW = 3.07 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 3.07 D A T A C H A N G E S F O R N E X T S I M U L A T I O N Packet Page -275- DATE = 04 -01 -2015 JOB NAME "o-N 7/7/2015 9. F. PAGE NO. 4 D E M A N D C H A N G E S DEMAND TYPE = 1 - GDF = 4.000 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 8'I M U L A T I O N D E S C R I P T I O N (L A B E L) chloramine calcs. P I P E L I N E R E S U L T S ATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER 41 #2 LOSS HEAD LOSS VELO.. 1000 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) ------------------------------------------------------------------------------- 1 -FG 0 1 12.28 .00 .00 .00 .08 .01 2 1 2 5.68 .00 .00 .00 .04 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 6.60 125.50 10.00 115.50 50.05 2 5.68 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S Packet Page -276- DATE = 04 -01 -2015 JOB NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 7/7/2015 9.F. PAGE NO. 5 JUNCTION MINIMUM NUMBER PRESSURES (Psi) --------------------- 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE F.LOWRATE NUMBER (gpm) 1 12.28 NET SYSTEM INFLOW = 12.28 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 12.28 * * ** KYPIPE SIMULATION COMPLETED * * ** DATE: 4/ 1/2015 TIME: 12:13:58 Packet Page -277- 7/7/2015 9. F. MEMORANDUM TO: Legacy Estates HM FILE NO.: 2007.018 FROM: W. Terry Cole, P.E. DATE: February 2, 2015 RE: CHLORAMINE DISSIPATION REPORT This design memorandum was prepared for the Chloramine Dissipation analysis for the referenced project. The system was analyzed based on a Global Demand factor = 0.38. This value was determine based on a water demand = 154 GPD and using 2.5 persons in a Single family home. `his potable water distribution system was hydraulically modeled for design use in the Ir-entucky Pipe computer program. The program performs an analysis of the system by distributing flow through a network of pipes and demand nodes as shown on the attached calculations. A schematic of the system used to develop the computer input data is attached. This analysis proves that the longest time in pipe is less than 100 hours therefore passing the Chloramine Dissipation criteria. However, as required, automatic flushing devices are being installed at the end of dead end lines. WTC:tdc Packet Page -278 - H:\2007\2007018\WP\Chloramine Dissipation Report 150202.doc ,etytflltl /1/1,,I w •w. V �TeWkC � P.E. 0 , s �• o �a�ldent F .�Q P . Florida A &O' i'i��To. 42347 7/7/2015 9.F. CHLORAMINL DISSIPATION ANALYSIS NORMAL WATER USAGE CALCULATION Single Family = 2.5 persons x 154 GPD = 385 GPD 385 GPD / 4446 = 0.27 GPM Multi - Family = 2.0 persons x 154 GPD = 308 GPD 308 GPD / 1440 = 0.21 GPM CHOLRAMINE DISSIPATION CRITERIA; Single Family = 1.81 persons X'0.5 ('seasonal variations) x 154 GPD / 1440 = 0.10 GPM x (# of Units) Multi - Family =1.42 persons x 0.5 (seasonal variations) x 154 GPD / 1440 = 0.08 GPM x (# of Units) GLOBALFACTOR Single Family Multi - Family = 0.10/0.27 =0.37 0.08 / 0.21 =. 0.38 ASSUME 0.38 ,FOR BOTH H: 120071 2007018 \WP \CHLORAMINEDTQervn-rrnrT ^ _xrALYSIS 141124.doc . Packet Page -279- 7/7/2015 9.F. Legacy Estates Chloramine Dissipation Report 2/02115 290 0.01 8.1 290 0.01 8.1 Total Time in Pipe = 16.1 H:12007\2007018 \ --' — ' Time 150202.x1s Packet Page -280- DATE = 02 -03 -2015 JOB NAME = 7/7/2015 9.F. PAGE NO. 1 * * * * * * * * * * K Y P I P E 2 * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * Distribution of Pressure and Flows in Piping Networks * 1000 PIPE VERSION - 1.01 (06/05/92) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE: 2/ 3/2015 TIME: 9:49: 3 %INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6ul \LEGACYCC.DAT ;TABULATED OUTPUT FILENAME -- - - - - -- C: \kypipe2 \6ul \LEGACYCC.OUT POSTPROCESSOR RESULTS FILENAME - -- C: \kypipe2 \6ul \LEGACYCC.RES ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O R I G I N A L D A T A U N I T S S P E C I F I E D FLOWRATE ............ = gallons /minute HEAD (HGL) .......... = feet PRESSURE ............ = psig -'P I P E L I N E D A T A STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS FGN -HGL NUMBER 41 ##2 (ft) (in) COEFF. COEFF. (ft) -------------------------------------------------------------------------------- 1-FG 0 1 290.0 8.0 120.00 .00 125.50 2 1 2 290.0 8.0 120.00 .00 J U N C T I O N N 0 D E D A T A q. JUNCTION JUNCTION EXTERNAL JUNCTION Packet Page -281- 1 DATE = 02 -03 -2015 )7A� NAME = 717/2015 9. F. PAGE NO. 2 NUMBER TITLE DEMAND ELEVATION CONNECTING PIPES (gPm) (ft) ------------------------------------------------------------------------------ 1 1.65 10.00 1 2 2 1.42 10.00 2 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 1 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES ...................(p) = 2 NUMBER OF JUNCTION NODES ..........(j) = 2 NUMBER OF PRIMARY LOOPS ...........(1) = 0 NUMBER OF FIXED GRADE NODES .......(f) = 1 NUMBER OF SUPPLY ZONES ............(z) = 1 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) AVERAGE DAILY FLOW P I P E L I N E STATUS CODE: XX CV PIPE NOD] NUMBER #1 R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP 42 LOSS HEAD (gpm) (ft) (ft) Packet Page -282- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELD. 1000 (ft) (ft /s) (ft /ft) 7/7/2015 9.F. DATE = 02 -03 -2015 PAGE NO. 3 JOB NAME = n ------------------------------------------------------------------------------- 1-FG 0 1 3.07 .00 .00 .00 .02 .00 2 1 2 1.42 .00 .00 .00 .01 .00 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 1.65 125.50 10.00 115.50 50.05 2 1.42 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm) 1 3.07 NET SYSTEM INFLOW = 3.07 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 3.07 D A T A C H A N G E S F O R N E X T S I M U L A T I O N Packet Page -283- DATE = 02 -03 -2015 sTXB NAME = 7/7/2015 9.F. PAGE NO. 4 D E M A N D C H A N G E S DEMAND TYPE = 1 - GDF = .380 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) chloramine calcs. R I P E L I N E R E S U L T S ._LATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE JUNCTION EXTERNAL HYDRAULIC CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 115.50 LOSS HEAD LOSS VELD. 1000 -------------------------------------------------------------------------------- 50.05 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) 1 -FG 0 1 1.17 .00 .00 .00 .01 .00 2 1 2 .54 .00 .00 .00 .00 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE -----------------------------------------------_--------------------------------- (gpm) (ft) (ft) (ft) (psi) 1 .63 125.50 10.00 115.50 50.05 2 .54 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S Packet Page -284- DATE = 02 -03 -2015 JOB NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) 1 50.05 7/7/2015 9. F. PAGE NO. 5 JUNCTION MINIMUM NUMBER PRESSURES (psi) 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S {�} INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES { -} OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm) 1 1.17 NET SYSTEM INFLOW = 1.17 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 1.17 * * ** KYPIPE SIMULATION COMPLETED * * ** DATE: 2/ 3/2015 'TIME: 9:49: 3 Packet Page -285- J rift School Collier 7/7/2015 95. Collier County School District School Impact Analysis Application Instructions: Submit one copy of completed application and location map for each new residential project requiring a determination of school impact to the Planning Department of "the applicable local government. This application will not be deemed complete until all applicable submittal requirements have been submitted. Please be advised that additional documentation /information may be requested during the review process. For information regarding this application process, please contact the Students, Staff Projections, Allocations and Reporting Department at 239 - 377 -0254. Please check [�] type of application request (one only): [ ] School Capacity Review [ ] Exemption Letter [ ] Concurrency Determination [ ] Concurrency Determination Amendment For descriptions of the types of review please see page 3, Project Name: I. Project Information: Municipality: Parcel ID #: (attach separate sheet for multiple parcels): Location /Address of subject property: Closest Major Intersection: II. Ownership /Agent Information: ,0-4%Nner /Contract Purchaser Name(s): Agent/Contact Person: (Attach location map) (Please note that if agent or contact information is completed the District will forward all information to that person) Mailing address: Telephone #: Fax: Email I hereby certify the statements and /or information contained in this application with any attachments submitted herewith are true and correct to the best of my knowledge. Owner or Authorized Agent Signature III. Deve Project Data (Unit Types defined on page 2 of Current Land Use Designation: Current Zoning: Project Acreage: Unit Type: Total Units Currently Allowed by Ty Total Units Proposed by Type: 4s this a phased proiect: Yes or No Date Information Proposed Land Use Designation: Proposed Zoning: ISF IMF IMH IC I If Packet Page -286- lease complete page 2 of this application. Date /time stamp: N U (0 L Q O U O O Q O L C O C Cu U .Q Q Q O L_ N O E O U O L O a CD ^V' W a) a) L Cn Y O v, Cz V a� Cw Ln 0 an c ti C s.. 1 1 1 V a�•w� � W II O N �� 7 7 u 0 w Packet Page -287- C� 1 1 1 O N O N 1 1 1 1 1 1 1 L O it 1 1 1 1 1 1 1 1 1 1 1 I 112 I 1 1 1 1 1 N O N N O N zzz� i Z)v��UC7F O N cC O F-' 'G i V 7/7/2015 9.F. N ?O\ 7/7/2015 9. F. Types of Reviews: School impact Analysis: This review should be divided into two categories: - School Capacity Review (land use and rezonings), and; - Concurrency Determinations (site plans and subdivisions). School Capacity Review is the review of a project in the land use and rezoning stage of development. It is a review of the impact of the development on school capacity and is considered long range planning. This may be a review resulting in mitigation being required. In situations where the applicant may be required to mitigate, capacity may be reserved dependent on the type of mitigation. Concurrency Determination is the review of residential site plans and subdivisions to determine whether there is available capacity. When capacity is determined to be available a School Capacity Determination Letter (SCADL) will be issued verifying available capacity to the applicant and the local government. If a project exceeds the adopted level of service standards, the applicant is afforded the option of a negotiation period that may or may not result in an executed /recorded mitigation agreement Mitigation at this stage is expressed as a Proportionate Share Mitigation Agreement. For those residential developments that may have an impact but are otherwise exempt from concurrency, an exemption letter will be prepared for the applicant upon request. For those residential developments that are determined to not have an impact, a letter of no impact will be prepared for the applicant upon request. Exemption Letter: ,---,An applicant may request an Exemption Letter as documentation for the local government. These are projects :hat would be exempt from school concurrency review or projects that do not impact the public schools. Exemptions from school concurrency are limited to existing single family or mobile home lots of record; amendments to previously approved site plans or plats that do not increase the number of dwelling units or change the dwelling unit type; age restricted communities with no permanent residents under the age of 18; or residential site plans or plats or amendments to site plans or plats that generate less than one student; or are authorized as a Development of Regional Impact (Chapter 380, F.S.) as of July 1, 2005. Concurrency Determination Amendment: An applicant may request an amendment to a previously issued School Concurrency Determination or to an application being processed. This review may require additional staff time beyond the initial concurrency determination review and results in a modified determination being issued. An amendment could result in a negotiation period and /or a mitigation agreement being issued or a previously approved determination being modified and reissued. n Packet Page -288- 3 g4$triet SChooy* o a �V,CoIlier Cou'�' 7/7/2015 9Y. Collier County School District School Impact Analysis Application Instructions: Submit one copy of completed application and location map for each new residential project requiring a determination of school impact to the Planning Department of the applicable local'government. This application will not be deemed complete until all applicable submittal requirements have been submitted. Please be advised that additional documentation /information may. be requested during the review process. For information regarding this application process, please contact the Students, Staff Projections, Allocations and .Reporting Department at 239 - 377 -0254. Please check [q] type of application request (one only): [ ] School Capacity Review [ ] Exemption Letter [ ] Concurrency Determination [ ] Concurrency Determination Amendment For descriptions of the types of review please see page 3, 1. Project Information: Project Name: LEGACY ESTATES Municipality: Parcel ID #: (attach separate sheet for multiple parcels): 00162320000 Location/Address of subject property: Lakeland Avenue & Immokalee Road (Attach location map) Closest Major intersection: Immokalee Road and Airport Pulling Road Owner /Contract Purchaser Name(s) II. Ownership /A ent Information: Breault Constrdctlonlnc. Acient/Contact Person: Tim Breault, President ` (Please note that if agent or contact information is completed.tbe District will forward all information to that person) Mailing address: 4110 Enterprise Avenue, Suite:214;`Naples, Florida 34104 Telephone#: (239)77.6-7844 Fax: N/A Email tbreault@gmail.com o% 1 hereby cue 119 hestatet? enitY, ndlor information contained in this application with any attachments submitted herewittel►`r�^`trn� correct t best of my knowledge. • � • �V i ryb` •. U> � *- s Owner°ou ized gen S h uTe (W. Terry Co[e; �.E ,Agent) February 1 Date UJ �?� e I11. Development Information Pro'ecP eta• Unit'P ned on page 2 of applicati on Current L6ta J�@ �frbn: Residential !lltll 11110" Proposed Land Use Designation: Residential Current Zoning: RSF -3 Proposed Zoning: RSF -3 Project Acreage: 5.0 Unit Type: : SF MF MH C G Total Units Current} Allowed b Type: 13 Total Units Proposed b Type: 13 Is this a phased project: Yes or No ; S:� ...; If yes, please complete page 2 of this application. Date/time stamp: Packet Page -289- 7/7/2015 9. F. Worksheet Is required to be completed by the Applicant only,if ihe.,pfoject is to be phased: Insert totals by unit type by years. Unit Types: SF = Single Family MF = Multi - Family /Apartments MH = Mobile Homes C = Condo /Co -Op G = Government Packet Page -290- urana iorat i is Grand Totat 150 2 mmmmam ®� ®m��s mmmmmm ®��m�� Packet Page -290- urana iorat i is Grand Totat 150 2 7/7/2015 9. F. Types of Reviews: School Impact Analysis: This review should be divided into two categories: - School Capacity Review (land use and rezonings), and; - Concurrency Determinations (site plans and :subdivisions). School Capacity Review is the review of a project in the land use and rezoning stage of development. It is a review of the impact of the development on school capacity and is considered long range planning. This may be a review resulting in mitigation being required. - In situations where the applicant may be required to mitigate, capacity may be reserved dependent on the type of mitigation. Concurrency Determination is the review of residential site plans and subdivisions to determine whether there is available capacity. When capacity is determined to be available a School Capacity Determination Letter (SCADL) will be issued verifying available }capacity to the applicant and the local government. If a project exceeds the adopted level of service steridards;,the applicant is afforded the option of a negotiation period that may or may not result in an executed /recorded mitigation agreement Mitigation at this stage is expressed as a Proportionate Share Mitigation Agreement. For those residential developments that may have an impact but are otherwise exempt from concurrency, an exemption letter will be prepared for the applicant upon request. For those residential developrnents'that are determined to not have an impact, a letter of no impact will be prepared for the applicant upon request. Exemption Letter: An applicant may request an Exemption Letter as documentation for the local government. These are projects that would be exempt from school concurrency review or projects that do not impact the public schools. Exemptions from school concurrency are limited.;to existing single family or mobile home lots of record; amendments to previously approved site plans or•.tplats that do not increase the number of dwelling units or change the dwelling unit type; age restricted communities with no permanent residents under the age of 18; or residential site plans or plats or amendments to site plans or plats that generate less than one student; or are authorized as a Development of Regional Impact,(Chapter 380, F.S.) as of July 1, 2005. Concurrency Determination Amendment: . An applicant may request an amendment to a previously issued School Concurrency Determination or to an application being processed. This review may require additional staff time beyond the initial concurrency determination review and results in a modified determination being issued. An amendment could result in a negotiation period and /or a mitigation agreement. being ,issued or a previously approved determination being modified and reissued. 3 Packet Page -291- 7/7/2015 9.F. Azi RS SALES CONTRACT (RESIDENTIAL VACANT LAND) 121 I V A B0 R EQU& NOVSINw HhW,41,60.YAa1ww10Pi` OP PORTUN177 SELLER: Anthony C. Albano SELLER, Marie Goffredo ADDRESS: 8178 Fiesta Street Brooksville FL 34613 BUYER: BUYER: JD Development 1 LLC ADDRESS: 101 Terrace Drive Lake Geneva W153147 1 UPON ACCEPTANCE OF THE OFFER OR COUNTEROFFER, SELLER has agreed to sell and BUYER has agreed to buy, UPON THE 2 FOLLOWING TERMS AND CONDITIONS, the real property legally described as ('Property'): GOLDEN GATE EST UNIT 53 E 3 75FT OF TR 8 Collier County, Florida. 4 If applicable, SELLER shall convey SELLER's exclusive right to use any common elements and common areas to which SELLER has an 5 exclusive right of use and the right to convey, 6 The address of the Property is: No street address - Collier County Parcel Number 39490480007 7 1. PURCHASE PRICE: The purchase price (U.S. currency) shall be payable as� follows: . ............................... $ 25,000.00 8 A. Initial Deposit to be held in escrow ........... ............................... $ 5,000.00 9 [SELECT ONE. IF NO SELECTION IS MADE, ACCOMPANIES OFFER SHALL APPLY.] 10 ❑ accompanies offer ❑ is due on the Effective Date ❑ is due not later than 3 days after Effective Date. 11 B. Additional Deposit to be received in escrow not later than days after the 12 Effective Date, in the amount of ................................................................................ ............................... $ 0.00 13 C. Proceeds of mortgage, if any [See Paragraph 4.13.1 .......................... .... 0.00 14 D. Proceeds of SELLER mortgage, if any [see Paragraph 4.C.] .................................. ............................... $ 0.00 15 E. Other, $ 0.00 16 F. Balance of the purchase price, payable from BUYER to closing agent at closing, 17 subject to adjustments and prorations, of approximately ....................................... ............................... $ 20,000.00 18 Closing funds and all deposit funds tendered to the dosing agent within 15 days prior to closing shall be paid by wire transfer. All 19 international funds shall be paid by wire transfer. All deposits are subject to collection. 20 2. PERIOD OF OFFER AND COUNTER - OFFER; EFFECTIVE DATE: This offer is revoked if not accepted, and the signed offer delivered to 21 offeror , by 5.00 ❑ AM Fx� PM on March 16, 2015 (Insert Date). Any counter -offer is revoked if not accepted 22 and the signed counter -offer delivered to counter- offeror not later than 2 days after delivery of the counter -offer. The Effective Date of this 23 Contract shall be the last date either SELLER or BUYER signs or initials this Contract, ALL CHANGES TO THE OFFER OR COUNTER -OFFER 24 MUST BE INITIALED AND DATED. THE LATEST DATE SET FORTH ON THIS CONTRACT BY EITHER PARTY'S SIGNATURE OR INITIALS 25 SHALL BE THE EFFECTIVE DATE. 26 3. CLOSING DATE; TIME OF THE ESSENCE; CLOSING LOCATION; CLOSING AGENT; POSSESSION: Closing shall occur on 27 May 8, 2015 (Insert Date), (the 'Closing Date'). Time is of the essence as to the Closing Date. Closing shall 28 occur in the county where the Property is located, at an office designated by the closing agent, who shall be selected by BUYER. BUYER shall 29 be the legal owner of the Property as of the dosing, and SELLER shall vacate and give possession of the Property at the dosing. SELLER shall 30 leave the entire Property free of debris. ® 2014 Naples Area Board of REALTORS° and Association of Real Estate Professionals, Inc. All Rights Reserved. (NABOR 711112014) Approved by the Marco Island Area Association of REALTORS°, Inc, and the Coles County Bar Association, Page 1 of B sedeW: 084110400142. 6183676 ( t will ti i 111 �.) [ I C i ( ! O.-n A Mr nu ni' AArl w nhGn 7 Ahnlos RoeYw Infnmof I I �IonniadhronlearnoN,rinbmalvnwl �nm I 'l9QdoA7oda - Electronically Signed using eSignOnlinelm[ Session ID : �" "' " -' " ' •8dc8- 7034a0d6a12c ] Packet Page -292- 7/7/2015 9.F 31 4. METHOD OF PAYMENT [SELECT ONE. IF NO SELECTION IS MADE, A. SHALL APPLY]: DA. CASH: BUYER Oil pay cash, or may 32 obtain a loan, for the purchase of the Property; however, there is no financing contingency; ❑ B. FINANCING CONTINGENCY: Subject to the 33 provisions of this paragraph, BUYER's obligation to purchase the Property is contingent upon BUYER obtaining a loan, unless waived by BUYER 34 as set forth below, in at least the amount shown in 1.C. above, to be secured by a mortgage on the Property at [SELECT ONE. IF NO 35 SELECTION IS MADE, (1) SHALL APPLY] : ❑ (1) an initial or ❑ (2) fixed rate of interest not exceeding % per year, for an 36 amortized term of years 130 years if left blank]. BUYER shall apply for the loan not later than days after the Effective Date 37 [10 days if left blank], and shall make a continuing good faith and diligent effort to obtain said loan. If BUYER fails to waive this financing 38 contingency on or before (Insert Date) [45 days after the Effective Date if left blank], either SELLER or 39 BUYER may terminate this Contract at any time. BUYER's termination under this contingency must be accompanied by either (t) an Equal 40 Credit Opportunity Act statement of adverse credit action issued by an institutional lender confirming that mortgage financing on the terms set 41 forth in this Contract was denied on grounds that either the Property was unacceptable to the lender or the BUYER financially failed to qualify 42 for said financing terms, or (ii) other evidence from the lender that BUYER has complied with and completed the application process but has 43 received neither loan approval nor loan denial from the lender. SELLER's right to terminate shall cease to exist if BUYER waives this financing 44 contingency prior to SELLER giving BUYER notice of termination. If BUYER waives this contingency and is unable to close on the 45 Closing Date due to a delay caused solely by the lender, BUYER may extend the Closing Date up to 5 days to accommodate receipt 46 and execution of the loan package and loan funding. Delivery of documentation evidencing loan commitment or loan approval shall 47 not constitute a waiver of the financing contingency. BUYER acknowledges that once BUYER waives this financing contingency, 48 BUYER's deposit monies are no longer refundable under this Paragraph 4, ❑ C. SELLER FINANCING, The Addendum to Sales 49 Contract Seller Financing is attached hereto and made a part hereof. 50 5. CDDIMSTU SPECIAL TAX DISTRICTS: The Property ❑ is ❑x is not located within a Community Development District (CDD) or 51 Municipal Service or Benefit Taxing Unit (MSTU). BUYER will at closing assume any outstanding capital assessment balance. if the Property 52 is located within a CDD or MSTU, and if there is any outstanding capital balance, BUYER should not execute this Contract until 53 BUYER has received and signed the "Addendum to Sales Contract CDDIMSTU Assessments Disclosure° or similar written 54 disclosure from SELLER setting forth the approximate amount of the capital assessment balance, which BUYER will assume at 55 closing. 56 6. DUE DILIGENCE; WAIVER: [SELECT ONE. IF NO SELECTION IS MADE, A. SHALL APPLY]: 9 A. DUE DILIGENCE: BUYER elects 57 to conduct the Inspections provided for in Standard D.1.d. of this Contract, not later than 45 days after the Effective Date [60 days if left 58 blank] (the "Due Diligence Period ") to determine whether the Property is suitable, in BUYER's sole discretion, for BUYER's intended use; or 59 ❑ B. WAIVER OF DUE DILIGENCE: BUYER has visually inspected the Property and determined that same is suitable for BUYER's intended 60 use, in its current "as is" condition as of the Effective Date, including the conditions disclosed in Standard D.1.a. or in Other Terms and 61 Conditions. BUYER's obligation to purchase the Property is not contingent upon any inspections, tests or studies. 62 REAL ESTATE TRANSACTION STANDARDS 63 STANDARD A - TITLE; TITLING INSTRUCTIONS; ASSIGNMENT; TAX DEFERRED EXCHANGE. 64 MARKETABLE TITLE: Title to the Property shall be good and marketable according the the Uniform Title Standards promulgated by the 65 Florida Bar, and have legal access, subject only to the following exceptions: (a) ad valorem and non ad valorem real property taxes for the year 66 of closing and subsequent years; (b) zoning, building code and other use restrictions imposed by governmental authority-, (c) outstanding oil, 67 gas and mineral interests of record, if any; and (d) restrictions, reservations and easements common to the subdivision, provided that none of 68 the foregoing shall prevent use of the Property for residential purposes. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 2 of 8 sMaW: 084110400142 -6169676 Con 1 t} -, i I} 1[ Y I I c,' I t s — .—A I...� i'10 m- L/nl --hrin 1 N.'". i%ws11V Intome"nnw 1 AsnnfaOnnonb-.ad/..Wer+.e6nnal �..m 1 �vDeon'1DAD Electronically Signed using eSignOnline -r"[ Session ID : packet Page - 293- 1- 8dc8- 7034aOd6a12c ] 7/7/2015 9.F. 69 2. TITLING INSTRUCTIONS FROM BUYER; ASSIGNMENT: Not later than 15 days prior to the Closing Date, BUYER shall deliver to 70 SELLER the name(s), address, manner in which title will be taken, and a copy of any assignment executed by BUYER. No assignment shall 71 release BUYER from the obligations of this Contract unless SELLER consents in writing to such release, 72 3. TAX DEFERRED EXCHANGE: If either party intends to treat this transaction as a tax- deferred exchange under I.R.C. Section 1031, the 73 other party shall cooperate in accomplishing the exchange, and consents to the assignment of this Contract to a qualified exchange 74 intermediary for that purpose, provided there Is no additional cost or delay in closing and the exchanger is not released from liability under this 75 Contract. 76 STANDARD B - TITLE EVIDENCE; EXAMINATION; DEFECTS; LEGAL ACCESS; CLEARANCE. Not later than 10 days after the Effective 77 Date, SELLER shall furnish to BUYER a complete copy of SELLER's owners title insurance policy. If the Property is located in Collier County 78 and SELLER fails to furnish a copy of the policy within the above time period, SELLER shall give BUYER a $150.00 credit at closing in lieu 79 thereof. BUYER shall have 30 days after the Effective Date ('Examination Period ") for examination of title and determination of legal access. 80 BUYER's obligation to purchase is conditioned on the Property having legal access to and from a public right of way sufficient for residential 81 use. If title is found defective or legal access is found to be lacking, BUYER shall, within the Examination Period, notify SELLER specifying the 82 title defect(s) or lack of legal access, and furnish copies of the title evidence and instruments evidencing such title defect(s) or lack of legal 83 access. If the title defect(s) render(s) title unmarketable, or if SELLER cannot deliver possession, or If there is no legal access, SELLER shall 84 have 30 days after receipt of notice from BUYER (the 'Clearance Period ") to clear or remove such title defect(s), deliver 85 possession, and/or provide legal access, at SELLER's expense. SELLER will use due diligent effort to correct the title defect(s), deliver possession, 86 and /or provide legal access within the Clearance Period, including the bringing of necessary suits. If the Closing Date is prior to the expiration 87 of the Clearance Period, then the Closing Date shall be extended until the earlier of (1) 5 days after Seller corrects the title defect(s), delivers 88 possession, and/or provides legal access or (ii) 5 days after the expiration of the Clearance Period. SELLER shall not be liable to BUYER for 89 damages if SELLER cannot render titre marketable, deliver possession and/or provide legal access. If SELLER does not not dear or remove the 90 title defect(s), deliver possession or provide within the Clearance Period, BUYER may elect either to accept such title, 91 possession, and /or access as SELLER can provide or to terminate this Contract by giving Seller notification of such election not later than one 92 business day after expiration of the Clearance Period. If BUYER makes no such election, BUYER shall be deemed to have accepted such title, 93 possession and access as SELLER can provide and dose within the later of (1) 5 days after expiration of the Clearance Period or (ii) the 94 Closing Date. A monetary lien upon the Property shall not constitute a title defect If said lien can be paid and satisfied from SELLER's 95 proceeds at closing. 96 STANDARD C - SURVEY; COASTAL CONSTRUCTION CONTROL LINE. 97 1. SURVEY AND SURVEY OBJECTIONS: Unless the Property is a condominium or cooperative unit, SELLER shall fumish to BUYER, not 98 later than 10 days after the Effective Date, a complete copy of any survey of the Property which has been certified to SELLER, if available 99 (together with flood elevation certificate, if applicable). If to SELLER's knowledge there are no improvements or encroachments currently 100 located upon the Property other than as shown on the SELLER's survey, SELLER shall execute an affidavit of 'no change" affirming same to 101 BUYER. BUYER may, at BUYER's expense, have the Property surveyed not later than 5 days prior to the Closing Date ( "Survey Period "). If 102 the survey, as certified by a registered Florida surveyor, correctly shows: (a) an encroachment onto the Property; or (b) that an improvement 103 located on the Property projects onto lands of others; or (c) lack of legal access (collectively 'Survey Objections "), BUYER may, within the 104 Survey Period, notify SELLER of the Survey Objections and shall furnish a copy of the survey. The Survey Objections shall be treated as a title 105 defect(s). If BUYER fails to obtain a survey within the Survey Period, BUYER waives any right to object to any matters which might have been 106 shown on a survey. If BUYER fails to make any Survey Objections within the Survey Period, BUYER waives any Survey Objections. 107 2. COASTAL CONSTRUCTION CONTROL LINE: (a) If any portion of the Property lies seaward of the Coastal Construction Control Line, 108 Florida law requires the following disclosure: The property being purchased may be subject to coastal erosion and to federal, state or local 109 regulations that govem coastal property, including the delineation of the coastal construction control line, rigid coastal protection structures, 110 beach nourishment, and the protection of marine turtles. Additional information can be obtained from the Florida Department of Environmental 111 Protection, including whether there are significant erosion conditions associated with the shoreline of the property being purchased. (b) If any 112 portion of the Property lies seaward of the Coastal Construction Control Line, BUYER waives the right to receive a survey or affidavit from 113 SELLER delineating said line upon the Property. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 3 of 8 smear. o84110- 40042 -M3576 OronereA Mr rl i- LAm I-wi. I td-5- Amur mn IM-fil I .n. A btiaYfeNnern"IlviNUmolimul rM. 1 7gOAOR'JOAO Electronically Signed using eSignOnlineTm[ Session ID : packet Page - 294- I- 8dc8- 7034a0d6a12c ] 7/7/2015 9. F. 114 STANDARD D - DISCLOSURE; DUE DILIGENCE AND INSPECTIONS; ZONING; MAINTENANCE OF PROPERTY. 115 1. DISCLOSURES: '^ 116 a. GENERAL: SELLER knows of no facts or conditions materially affecting the value of the Property, except those which are readily 117 observable by BUYER, or which have been disclosed to and acknowledged by BUYER prior to BUYER's execution of any offer (or counter - 118 offer, as applicable). 119 b. WETLANDS; SUITABILITY: Wetlands are commonly found in Florida and may restrict or increase the cost of construction upon the 120 Property. Except as disclosed to BUYER in the manner set forth in Standard D. 1.a., SELLER does not know of any portion of the Property that 121 has been determined to be wetlands, or of any other condition or circumstance adversely affecting the Property which might impair its 122 suitability for residential use or construction. 123 c. PROPERTY TAX DISCLOSURE: Florida law required disclosure: BUYER should not rely on the SELLER's current property taxes as 124 the amount of property taxes that BUYER may be obligated to pay in the year subsequent to purchase. A change of ownership or property 125 improvements triggers reassessments of the property that could result in higher property taxes. If you have any questions concerning 126 valuation, contact the county property appraisers office for information. 127 d. DUE DILIGENCE AND INSPECTIONS: If 6 A. was selected, BUYER may, within the Due Diligence Period, determine whether the 128 Property is suitable, in BUYER's sole discretion, for BUYER's intended use. During the Due Diligence Period, BUYER may evaluate, without 129 limitation, the building and zoning laws and restrictions, wetlands determinations, environmental conditions and restrictions, presence of radon, 130 soil and grade, presence of termites and other wood- destroying organisms, availability of water, sewer and other utilities, consistency with 131 local, state and regional growth management plans, availability of permits, government approvals and licenses applicable to the Property, and 132 to conduct, at BUYER's expense, any and all tests, reports, studies, Inspections, analyses, surveys and assessments that BUYER deems 133 necessary and appropriate to determine the suitability of the Property for BUYER's intended use (collectively "the Inspections "). BUYER and 134 BUYER's agents, employees and contractors shall have the right to enter the Property at all reasonable times and at their own risk during the 135 Due Diligence Period for the purpose of conducting the Inspections. BUYER will indemnify and hold SELLER harmless from and against 136 all losses, damages, costs, claims and expenses of any nature, including attorneys fees (collectively "Losses"), and from and against any 137 liability to any person arising from, out of or in connection with the Inspections, except as to Losses resulting from negligence or intentional 138 acts or omissions of SELLER. BUYER will not cause any construction lien(s) to be placed against the Property as a result of the Inspections. If 139 BUYER determines for any reason that the Property is not suitable for BUYER's intended use, and notifies SELLER of same prior to expiration 140 of the Due Diligence Period, BUYER may terminate this Contract. In that event, BUYER shall repair any and all damage to the Property 141 resulting from or caused by the Inspections, and shall otherwise return the Property to its condition prior to the Inspections. BUYER's failure to 142 so notify SELLER of BUYER's election to terminate this Contract shall constitute BUYER's acceptance of the Property as suitable for BUYER's 143 intended use, in its "as is" condition. BUYER's right to terminate hereunder has been bargained for between the parties, and each party 144 acknowledges full and adequate consideration has been received for this provision. 145 e. ZONING: SELLER has not commenced any proceedings to change the current zoning classification of the Property, nor will SELLER 146 initiate any such proceedings. SELLER has not received notice from any third party(ies) of any proceedings which would affect the current 147 zoning classification of the Property. Should SELLER receive any such notice, SELLER will promptly notify BUYER of same, and if the 148 proposed zoning would prevent the current use of the Property, BUYER may terminate this Contract not later than 5 days after receipt of said 149 notice. 150 f. MAINTENANCE OF PROPERTY: SELLER shall maintain the Property (including without limitation the lawn, shrubbery, and 151 landscaping) in the condition existing on the Effective Date until the Closing Date or date of possession, whichever is earlier, and shall not 152 cause or permit deterioration of the Property, or otherwise take any action to diminish the value of the Property. 153 g. COMMUNITY INVESTIGATION: BUYER is advised that any condominium and/or homeowners' documents received by BUYER 154 may not include important information about the community(ies) where the Property is located, including without limitation pending 155 foreclosures, types and amounts of insurance coverage, current budget and reserve amounts, and status of delinquent assessments; 156 ownership, financial and membership status of private clubs, golf course(s), marina(s), and other amenities; the status of the developer(s) if the 157 community or any portion thereof is developer - controlled; and facts about the surrounding community(ies), school districts and public and 158 government infrastructure plans. SELLER by signing this Contract designates BUYER as SELLER's representative for purposes of obtaining 159 said information. 160 h. SQUARE FOOTAGE. BUYER is aware that any reference to the square footage and size of the Property is approximate and is not 161 warranted, and should be independently verified by BUYER prior to execution of this Contract. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 4 of 8 Soria* 084110-400142 - 6193576 oro..o nA M n,.. ur1 —win 1 u..ne- RonN.. 9'*QAnR7uno Electronically Signed using eSignOnlinel[ Session ID : packet Page - 295- 1- 8dc8- 7034a0d6a12c ] 7/7/2015 9. F. 162 STANDARD E • SELLER'S INSTRUMENTS AND EXPENSES. SELLER shall pay for and provide, when applicable: (1) the title evidence or 163 credit specified in Standard B; (2) if the Property is located in Lee or Charlotte County, the premium for the owners title insurance policy issued 164 by the closing agent selected by BUYER, and the charges for title search and title continuation through the date of deed recording; (3) 165 preparation of statutory warranty deed (or special warranty deed if SELLER is a fiduciary), condominium /homeowner association estoppel 166 letter(s), broker compensation verifications; tenant estoppel letter(s), copies and assignment(s) of lease(s), and an affidavit regarding liens, 167 possession, and withholding under FIRPTA, in a form sufficient to allow "gap" coverage by title insurance; (4) mortgage payoff letter from 168 existing lender(s); (5) documentary stamps on deed; (6) real estate broker's compensation contractually agreed to by SELLER (to be 169 disbursed by closing agent at closing); (7) the full amount of condominium/homeowner association special assessments and governmentally 170 imposed liens or special assessments (other than CDD /MSTU assessments which are addressed in Paragraph 5), which are a lien or a special 171 assessment that is certain as to the identity of the lienor or assessor, the property subject to the lien or special assessment, and the amount of 172 the lien or special assessment, on or before the Effective Date; (8) SELLER's attorney fees: and (9) it SELLER is subject to withholding under 173 FIRPTA, reasonable charges associated with withholding, escrowing and/or remitting funds, and/or preparing the withholding certificate 174 application and /or tax return related thereto ; and /or (10) reimbursement of prepaid estoppel fees and other costs advanced on behalf of Seller; 175 and (11) wire fees associated with transfers(s) of SELLER proceeds and payoffs. 176 STANDARD F • BUYER'S INSTRUMENTS AND EXPENSES. BUYER shall pay for and provide, when applicable, including any sales tax due 177 thereon: (1) recording fee for deed; (2) all costs of any institutional loan secured by BUYER; (3) the premium for lender title insurance policy, 178 and if the property is located In Collier County, the premium for the owners title insurance policy Issued by the closing agent selected by 979 BUYER and the charges for title search and title continuation through the date of deed recording; (4) recording membership approval; 180 (5) survey charges; (6) condominium/homeowner association membership transfer fee; (7) condominium/homeowner association resale 181 transfer feetcapital contribution; (8) pending liens or special assessments (liens or special assessments other than those described in Standard 182 E(7). If it is determined that there are pending liens or special assessments which do not fall under Standard E(7), which were not disclosed in 183 writing to BUYER by SELLER prior to or concurrent with the execution of this Contract, and which exceed a sum equivalent to 1% of the 184 purchase price, BUYER may terminate this Contract, unless SELLER agrees in writing to pay the portion of such pending liens or special 185 assessments in excess of 1% of the purchase price, and SELLER agrees to pay into escrow at closing a reasonable sum to insure that the 186 excess Will be paid; (9) real estate brokerage compensation contractually agreed to by BUYER (to be disbursed by closing agent at closing); 187 (10) BUYER's attorneys fees; (11) BUYER shall promptly pay and indemnify and hold SELLER harmless against any claims or liens upon the 188 Property for surveyor or other services furnished to the Property at the request of the BUYER; (12) code enforcement lien search fees; and (13) 189 reimbursement of prepaid application fees and other costs advanced on behalf of BUYER. 190 STANDARD G • PRORATIONS; CREDITS. These items will be prorated as of the Closing Date, with BUYER charged with and entitled to the 191 Closing Date, or the possession date, whichever is earlier. (1) real and personal property taxes based on the current year (if available), if not 192 available, the taxes shall be based on the TRIM "Your Taxes This Year if PROPOSED Budget is Adopted" amount and current year non -ad 193 valorem amount(s), if available or prior year non -ad valorem amounts if current year not available. if neither the current year tax or TRIM 194 amounts are available, the taxes shall be based on the prior year's bill (without discount or exemptions no longer available in the year of 195 closing). A tax proration based upon any estimated tax shall, at the request of either party, be re- prorated based on the actual tax bill amount 196 with maximum discount; (2) interest on any assumed Indebtedness; (3) rents; and (4) condominium/homeowner association assessments and 197 CDD /MSTU operating and maintenance assessments. BUYER shall receive from SELLER at dosing a credit equivalent to the amount of any 198 security deposit and prepaid rents held by SELLER, and any accrued interest thereon, or alternatively, ownership or an assignment of 199 the account in which the deposits and prepaid rents, and any accrued interest thereon, are held. 200 STANDARD H • HOMEOWNERS' ASSOCIATION DISCLOSURE. If the Property is located within and governed by any mandatory 201 homeowners' association, the following provisions are incorporated into this Contract: 202 IF THE DISCLOSURE SUMMARY REQUIRED BY SECTION 720.401, FLORIDA STATUTES, HAS NOT BEEN PROVIDED TO THE 203 PROSPECTIVE PURCHASER BEFORE EXECUTING THIS CONTRACT FOR SALE, THIS CONTRACT IS VOIDABLE BY BUYER BY 204 DELIVERING TO SELLER OR SELLER'S AGENT OR REPRESENTATIVE WRITTEN NOTICE OF THE BUYER'S INTENTION TO CANCEL 205 WITHIN 3 DAYS AFTER RECEIPT OF THE DISCLOSURE SUMMARY OR PRIOR TO CLOSING, WHICHEVER OCCURS FIRST. ANY 206 PURPORTED WAIVER OF THIS VOIDABILITY RIGHT HAS NO EFFECT. BUYER'S RIGHT TO VOID THIS CONTRACT SHALL 207 TERMINATE AT CLOSING. 208 BUYER SHOULD NOT EXECUTE THIS CONTRACT UNTIL BUYER HAS RECEIVED AND READ THE "HOMEOWNERS' ASSOCIATION 209 DISCLOSURE SUMMARY,' WHICH IS ATTACHED TO AND MADE PART OF THIS CONTRACT. n SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 5 of 6 Seoult 944110400142- 6183676 - - - -- i I I I) t;� j i f ��} I 1 C I y Prnn¢r¢A hv flennle 11..1 atnMin I AI¢nba Annlhr Intnm¢iinrwl t A¢ n.e¢/fAr.¢nM¢ro¢I1.rinlomalirot¢t rnm I 'ri0AO1l'1W0 t- 8d Electronically Signed using eSignOnlineTm[ Session ID : packet Page - 296 - c8- 7Q34a0d6a12c ] 7/7/2015 9. F. 210 STANDARD I - CONDOMINIUM RESALE DISCLOSURE; VOIDABILITY RIGHTS. If the Property is a condominium unit(s), the following 211 provisions are incorporated into this Contract: THIS AGREEMENT IS VOIDABLE BY BUYER BY DELIVERING WRITTEN NOTICE OF THE n 212 BUYER'S INTENTION TO CANCEL WITHIN 3 DAYS, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS, AFTER THE DATE 213 OF EXECUTION OF THIS AGREEMENT BY THE BUYER AND RECEIPT BY BUYER OF A CURRENT COPY OF THE DECLARATION OF 214 CONDOMINIUM, ARTICLES OF INCORPORATION, BYLAWS, AND RULES OF THE ASSOCIATION, AND A COPY OF THE MOST 215 RECENT YEAR -END FINANCIAL INFORMATION AND FREQUENTLY ASKED QUESTIONS AND ANSWERS DOCUMENT IF SO 216 REQUESTED IN WRITING. ANY PURPORTED WAIVER OF THESE VOIDABILITY RIGHTS SHALL BE OF NO EFFECT, BUYER MAY 217 EXTEND THE TIME FOR CLOSING FOR A PERIOD OF NOT MORE THAN 3 DAYS, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL 218 HOLIDAYS, AFTER THE BUYER RECEIVES THE DECLARATION, ARTICLES OF INCORPORATION, BYLAWS, AND RULES OF THE 219 ASSOCIATION, AND A COPY OF THE MOST RECENT YEAR -END FINANCIAL INFORMATION AND FREQUENTLY ASKED QUESTIONS 220 AND ANSWERS DOCUMENT IF REQUESTED IN WRITING. BUYER'S RIGHT TO VOID THIS AGREEMENT SHALL TERMINATE AT 221 CLOSING. BUYER shall also be entitled to receive a copy of the governance form required by Florida Statutes, and the above stated right of 222 BUYER to cancel this Contract shall apply to BUYER' receipt of said governance form in the same manner as applies to the other above - 223 referenced condominium documents. BUYER, by its execution of this Contract, hereby requests a current copy of the above referenced 224 condominium documents and governance form. 225 STANDARD J - HOMEOWNER ASSOCIATION PROVISIONS; MEMBERSHIP APPROVAL. Any homeowner association reserve account(s) 226 is included In the purchase price. If association membership approval is required, BUYER shall, not later than 10 days after the Effective Date, 227 make application for same in the name(s) in which title will be taken, and shall comply with all governing requirements of the association and 228 be responsible for securing membership approval. If no approval has been obtained prior to dosing, either BUYER or SELLER may terminate 229 this Contract. SELLER shall obtain a letter(s) from the association(s) which sets forth the amounts, periods and payment status of 230 assessments and transfer fees and resale capital contributions, and deliver same to the BUYER not later than15 days prior to the Closing 231 Date. 232 STANDARD K — MORTGAGE LENDER POLICIES. If BUYER elected to obtain institutional mortgage financing under Paragraph 4.B., the 233 policies of the lending institution shall prevail as to the procedures for closing and disbursement of mortgage ban proceeds. 234 STANDARD L — ESCROW; ESCROW AGENT(S). The escrow agent who accepts in escrow the deposit(s) paid under this Contract (the 235 "Escrow Agent's shall hold the deposit(s) within the State of Florida in escrow until the earlier of: (1) delivery to another Escrow Agent for 236 closing, who by acceptance agrees to these terms and becomes the Escrow Agent (the Escrow Agent holding the deposit(s) is authorized to 237 so transfer the funds and is relieved of all liability for the funds delivered); (2) delivery of the deed, with payment of the deposit(s) as part of the 238 purchase price of the Property; (3) such time as BUYER may be entitled to return of the deposit(s); or (4) delivery pursuant to written direction 239 of the parties, at which time the Escrow Agent shall pay all of the deposit(s) to the party(ies) entitled thereto. The Escrow Agent shall not be 240 liable for the payment of any interest, damages, attorneys fees or court costs in any action brought to recover the deposit(s) held in escrow, or 241' any part thereof, unless the Escrow Agent shall fail or refuse to pay over any such deposit(s) pursuant to a judgment, order or decree that shall 242 be final beyond possibility of appeal. In any proceeding which litigates the disposition of the deposit(s), the Escrow Agent shall be entitled to be 243 paid reasonable attorneys fees and court costs, which shall be paid by the non - prevailing party. The Escrow Agent has no duty to collect or 244 attempt to collect any deposit or check given as a deposit, but shall give the parties written notice of: (a) any deposit that is not received, not 245 later than 5 days after its due date, and (b) any deposit check that is not paid on presentation not later than 5 days of learning of its dishonor. If 246 the Escrow Agent is a licensed real estate broker, the Escrow Agent shall comply with the requirements of Chapter 475, Florida Statutes. 247 STANDARD M - FOREIGN INVESTMENT IN REAL PROPERTY TAX ACT (FIRPTA) WITHHOLDING. A SELLER who is a U.S. citizen or 248 resident alien and who furnishes BUYER with an affidavit attesting to same, is exempt from FIRPTA withholding. If SELLER is a foreign person 249 or entity, BUYER shall deduct and withhold from the purchase price, or collect from SELLER if the net proceeds are insufficient, 10% of the 250 purchase price (the "FIRPTA Funds"), and remit same to the Internal Revenue Service (the "IRS's within 10 days after the Closing Date, 251 unless: (1) the purchase price is not more than $300,000.00 and BUYER executes a certificate establishing that BUYER's acquisition of the 252 Property is for use as BUYER' residence in accordance with the Internal Revenue Code and all applicable regulations related to that 253 exemption; or (2) SELLER furnishes to BUYER, not later than the Closing Date, proof of submittal to the IRS of an application for withholding 254 certificate, in which event the closing agent (or other third party mutually designated by SELLER and BUYER) shall hold the FIRPTA Funds in 255 escrow pending receipt of the withholding certificate, and shall remit the sum reflected in the withholding certificate to the IRS within 10 days of 256 receipt of the withholding certificate, and shall promptly refund any remaining balance to SELLER. SELLER shall hold BUYER harmless and 257 indemnify BUYER for not withholding or collecting the FIRPTA Funds or for withholding and remitting only such reduced amount reflected in 258 the withholding certificate. BUYER shall provide to SELLER evidence of remittance of all or any portion of the FIRPTA Funds to the IRS. The 259 failure of either party to comply or to allow compliance with the requirements of FIRPTA and related regulations shall constitute a breach of this 260 Contract. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 6 of 8 sei;azx: 084110 4001424193576 i t! 11.t `; t D.nnemI H rbn I& SAM o., Z 1 N-NHe poe"v "A wim l 1 Aw'"aMvNaerenllvinromelln"I r 1 970A0fY/0Aa �} Electronically Signed using eSlgnOnline7M[ Session ID: packet Page - 297 - I- 8dc8- 7034a0d6a12c ) 7/7/2015 9.F. 261 STANDARD N - QUICK CLOSING. Except with respect to the Gearance Period in Standard B,lf the Closing Date does not allow sufficient n 262 time for performances by SELLER and BUYER within the time frames and by the deadlines set forth in this Contract, the parties agree to 263 undertake and complete all performances, inspections, surveys, examinations, delivery of documents, notices, satisfaction of contingencies 264 and all other actions required of or allowed to either party prior to the Closing Date, except that the statutory time period set forth in Standards 265 H and I shall not be affected by this provision. 266 STANDARD 0 - DEFAULT AND REMEDIES. If BUYER does not perform BUYER's obligations hereunder (except as excused by SELLER's 267 default) all deposits made shall be paid to SELLER as liquidated damages, which shall be SELLER's exclusive remedy. If SELLER does not 268 perform SELLER's obligations hereunder (except as excused by BUYER's default), BUYER may enforce this Contract by a suit for specific 269 performance, damages, or may terminate this Contract. 270 STANDARD P - LITIGATION; ATTORNEYS FEES AND COSTS. In connection with any litigation concerning this Contract, venue shall be in 271 the county where the Property is located, and the prevailing party shall be entitled to recover reasonable attorneys fees and court costs, 272 including on any appeals, from the non - prevailing party. The term "prevailing party" shall include SELLER, BUYER, and any broker acting in 273 an agency or non - agency relationship recognized under Chapter 475, Florida Statutes. For purposes of this Standard, any such broker shall be 274 an intended third party beneficiary, 275 STANDARD Q - NOTICES, DISCLOSURES, AND DOCUMENTS. All notices and disclosures must be in writing. Unless a party is 276 required by law to deliver notices, disclosures, or documents directly to the other party, all notices and disclosures required or permitted under 277 this Contract shall be effective when given by a party or that party's broker or attorney to the other party or said other party's broker or attorney. 278 Delivery of homeowners' or condominium documents required under Standards H and I respectively to BUYER's broker or attorney shall not 279 constitute delivery to the BUYER. 280 STANDARD R - MISCELLANEOUS. (1) The parties have agreed to deal in good faith with respect to all provisions of this Contract. (2) The 281 singular case or tense shall include the plural case or tense. (3) This Contract may only be modified in writing signed by the parties. (4) Except 282 as otherwise specifically provided, all references to days shall mean calendar days. (5) Except as otherwise specifically provided, all deadlines 283 shall expire at 11:59 p.m. Eastern Time. Except as otherwise expressly provided by governing law, if any deadline falls on a Saturday, Sunday, 284 or federal legal holiday, said deadline shall be extended to the following business day. (6) As used herein, the terms "real estate broker' or 285 "broker" shall include all real estate brokers, brokerage corporations or business entities, and their respective licensees involved in this 286 transaction. (7) All title evidence and other documents provided to BUYER by or on behalf of SELLER are the property of SELLER until closing 287 and shall be immediately returned to SELLER if this Contract is terminated. (8) If either SELLER or BUYER is permitted to terminate this 288 Contract, said party shall do so by giving notice of said termination to the other party, whereupon all deposits made by BUYER shall be 289 promptly returned to BUYER, this Contract shall be of no further force and effect, and the parties shall have no further liability to one another 290 hereunder except as set forth herein. (9) The headings used in this Contract are for convenience of reference only and shall not be used for 291 interpreting the meaning of any provisions of this Contract. (10) All provisions of this Contract which by their nature or context require 292 performance or provide rights after the Closing Date, including without limitation the provisions of Standard P, shall survive closing. (11) 293 Signatures and initials communicated by electronic or facsimile transmission shall be binding, (12) A facsimile or electronic (including "pdf") 294 copy of this Contract and any signatures hereon shall be considered for all purposes as an original, This Contract may be executed by use of 295 electronic signatures, as determined by Florida's Electronic Signature Act and other applicable laws. (13) This Contract and any addenda and 296 amendments hereto may be signed in counterparts, and said counterparts shall collectively constitute the entire agreement of the parties. (14) 297 Upon reasonable notice, SELLER shall provide access to the Property to appraisers) and surveyors) retained by BUYER. 298 STANDARD S - NEGOTIATED TERMS; REPRESENTATIONS. Any and all terms negotiated between the parties must be written into this 299 Contract. BUYER's decision to buy was based upon BUYER's own investigations of the Property. BUYER holds the broker(s) harmless from 300 all liability or loss caused by SELLER's failure to disclose material facts in accordance with this Contract, or SELLER's representations 301 regarding the Property's condition, or from broker's referral, recommendation, or retention of any vendor. The parties agree that assistance to a 302 party by a broker does not, and will not, make the broker responsible for performance. 303 STANDARD T- BINDING CONTRACT; LEGAL COUNSEL. THE PARTIES ARE NOT REQUIRED TO USE ANY PARTICULAR FORM OF 304 CONTRACT. TERMS AND CONDITIONS SHOULD BE NEGOTIATED BASED UPON THE RESPECTIVE INTERESTS, OBJECTIVES AND 305 BARGAINING POSITIONS OF THE PARTIES. APPROVAL OF THIS FORM BY THE COLLIER COUNTY BAR ASSOCIATION AND 306 ASSOCIATIONS OF REALTORS DOES NOT CONSTITUTE AN OPINION THAT ANY OF THE TERMS AND CONDITIONS IN THIS 307 CONTRACT SHOULD BE ACCEPTED BY A PARTY IN A PARTICULAR TRANSACTION. THIS IS A LEGALLY BINDING CONTRACT 308 FORM. EACH PARTY ACKNOWLEDGES THAT PRIOR TO SIGNING THE CONTRACT, THE CLOSING EXPENSES HAVE BEEN 309 EXPLAINED, REAL ESTATE TRANSACTION STANDARDS A THROUGH T HAVE BEEN RECEIVED AND REVIEWED, AND THAT PARTY 310 HAS BEEN ADVISED BY THE REAL ESTATE BROKER TO SEEK LEGAL COUNSEL AND TITLE INSURANCE TO PROTECT THAT 311 PARTY'S INTEREST IN CONNECTION WITH THE TITLE STATUS AND CLOSING OF THIS TRANSACTION. BUYER AND SELLER ARE 312 ADVISED TO CONSULT AN APPROPRIATE PROFESSIONAL FOR LEGAL, TAX, PROPERTY CONDITION, ENVIRONMENTAL, AND 313 OTHER SPECIALIZED ADVICE. THIS CONTRACT SHALL BE BINDING UPON AND INURE TO THE BENEFIT OF THE PARTIES HERETO, 314 THEIR HEIRS, ADMINISTRATORS, PERSONAL REPRESENTATIVES, AND SUCCESSORS IN INTEREST. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 7 of 8 serka. 084110. 400142 -61e3 s76 - - i c. t i' (l t s i I III)[ f c..1 �. u.o ....,.wi„ i nom. I- 8dc8- 7034a0d6a12c Electronically Signed using eSignOnlineTM[ Session ID : packet Page - 298- 7/7/2015 9.F. 315 OTHER TERMS AND CONDITIONS: 316 Buyer has agreed to pay all of the seller's closing costs 317 318 319 320 321 ADDENDUM: The following Addendum/Addenda islare attached hereto and incorporated into this Contract: 322 323 324 325 To the extent such Addendum terms conflict with the terms of this Contract, the Addendum/Addenda terms shall control. 326 THE REAL ESTATE TRANSACTION STANDARDS SHALL NOT BE REVISED OR MODIFIED EXCEPT IN THE OTHER TERMS AND 327 CONDITIONS ANWOR ADDENDUMIADDENDA. (Seller's Signature) Anthony C. Albano (Seller's Printed Name) (Seller's Signature) Marie Goffredo (Seller's Printed Name) 328 REJECTION OF OFFER 329 SELLER rejects BUYER'S offer on (Seller's Signature) 330 IDENTIFICATION OF BROKERS AND LICENSEES 331 Listing Broker. 332 Listing Licensee: 333 IDENTIFICATION OF ESCROW AGENT (Date) (Date) �arwr.L �2PYe/?. 3/13/2015 2:28 PM CD' (Buyer's Signature) (Date) JD Development 1 LLC (Buyer's Printed Name) (Buyers Signature) (Date) (Buyers Printed Name) (Insert Date). (Sellers Signature) Selling Broker. Naples Realty international, LLC Selling Licensee: Dennis McLaughlin 334 Escrow Agent's Name: _ Kate Dunn - Omega Land Title, LLC - katedunn @omegatitleholdings.com 335 Escrow Agent Address: 1575 Pine Ridge Road, Suite 11 Naples, FL 34109 336 Escrow Agent Telephone: 239 566 -8908 Ext 294 Fax: 239 790 -3711 Email: SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 8 of 8 serf M 084110 - 00142- 6189578 } t j t i. I's I I I 1 1 ) 11 C I I 1 ord.. -.- �... 11c.. A- um w -.�.u- i Afa..be a�u.. nr- nwt --wi i N ean..o�..- .x,aroe«+a.u. - «.m i �zoearioeo t Electronically Signed using eSignOnlineTm[ Session ID: Packet Page - 299- 1- 8dc8- 7034a0d6a12c ) 7/7/2015 91. ��i,, BUYER AGREEMENT FOR BROKER COMPENSATION NABOR...e NXXt N.MWd YYMS• O►PORTYNITT BUYER(s): JD Development 1, LLC BROKER: Naples Realty International, LLC BUYER understands that, at the closing of any property purchased by BUYER through BROKER's services, BROKER may receive some of BROKER's compensation paid by the listing broker of any such property and some of BROKER's compensation will be paid by BUYER. In consideration of the brokerage services performed by BROKER for BUYER, it is agreed that at the closing of any property purchased by BUYER through the brokerage services of BROKER, BUYER shall pay to BROKER the following sum as broker compensation in the amount of: $ 1,500.00 It is understood and agreed that this broker compensation shall be in addition to any brokerage compensation paid to BROKER by the listing broker of such property. e4, D2e�e z, 3/13/2015 2:24 PM CAelim� MG� 3/13/2015 1:07 PM ED (Buyer's Signature) JD Development 1 LLC (Date) (Authorized Broker's Signature) (Date) (Buyer's Signature) (Date) Naples Realtylnternational, LLC (Brokerage Firm Name) Dennis McLaughlin (Name of Selling Licensee) 02014 Naples Area Board of REALTORS' and Association of Real Estate Professionals. Inc. All Rights Reserved. (NABOB 7/1!2014) SeriaW: 088610-000142- 8184420 j t• t i l t 1413 l 1(� I �' i t dr.nn....l M•• f�enN� \ \.i -I wmhNn I I- 8dc8- 7034a0d6a12c ] - OwXv INUn.nennd I .InnNefPnenbc.00llu:NnrnWlnnd nn... 1 '.gp.�pR'IOAo Electronically Signed using eSignOnlineTM[ Session ID : packet Page - 300- 7/7/2015 9.F BROKERAGE RELATIONSHIP DISCLOSURE FORM NABOB TRANSACTION BROKER NOTICE aouluNRUeaw o►voaTUatt'r This form does not establish the terms of any agency or brokerage relationship agreement between the broker and buyer or seller. As a transaction broker, Naples Realty International, LLC and its Licensees (Name of Brokerage) provides to you a limited form of representation that includes the following duties: 1. Dealing honestly and fairly; 2. Accounting for all funds; 3. Using skill, care and diligence in the transaction; 4. Disclosing all known• facts that materially affect the value of residential real property and are not readily observable to the buyer; 5. Presenting all offers and counter -offers in a timely manner, unless a party has previously directed the licensee otherwise in writing; 6. Limited confidentiality, unless waived in writing by a party. This limited confidentiality will prevent disclosure that the seller will accept a price less than the asking or listed price, that the buyer will pay a price greater than the price submitted in a written offer, of the motivation of any party for selling or buying property, that a seller or buyer will agree to financing terms other than those offered, or any other information requested by a party to remain confidential; and 7. Any additional duties that are entered into by this or by separate written agreement. Limited representation means that a buyer or seller is not responsible for the acts of the licensee. Additionally, parties are giving up their rights to the undivided loyalty of the licensee. This aspect of limited representation allows a licensee to facilitate a real estate transaction by assisting both the buyer and the seller, but a licensee will not work to represent one party to the detriment of the other party when acting as a transaction broker to both parties. yctrw D4'e'� 3/13/2015 2:23 PM CDT v (Signature) (Date) (Signature) (Date) 02014 Naples Area Board of REALTORS* and Association of Real Estate Professionals, Inc. All Rights Reserved. (NABOB 7/112014) Serf V 004186 - 700142 - 6193906 w. ti... r— 'w. 1M1 w.nl.an 1 I.b..b. P-a Inlomalinr.ul I AwnbMl..enM.rnnllui . unmWin..o1— I --a R'fOAp Electronically Signed using eSignOnlineTM[ Session ID packet Page - 301- 1- 8dc8- 7034a0d6a12c ] /01-�, 60 f1l1l12 Certificate of Authenticity rPoperless Powered By Session Information 1PAddress Activity 3/1312015 328:46 PM EDT Signing Session U. 09e8IOec- d5b2- 45a1- 8dc8- 7034aOd6aI2c Stars: Cottpleted Transaction Nacre: JD Devebptnest l , LLC Created On: 3/132015 1258:47 PM FAT Session Title: Mkigation Land last Modified: 3/132015 328.46 PM EDT Doainxas: 3 Owner. Dennis McLaughrm signers; 2 Cor PW.. Naples Realty International Sigatures: 4 Initials: 0 Signer Information Signature Events Signature Dennis NkLw&,& inb@sw&eakyexpmts.crom 7�`^ Signer Sectrky: Erml Atrtlenticatim lP Address :98.238.114.170 Discbsrre: Accepted: 3/132015 1 D736 PM EDT ID:52718bad -3c6c -4047- 9775- e$aldac489d Drescher cr@attret Security. Bral Audvdcathn IP Address: 166.175.60.250 trre: Accepted: 3 1132015 323101 PM EDT ID: e7594a37 -79e1- 4376- 9bf3- adda5c783244 Timestarrip, Sent 3/132015 1106:49 PM EDT Viewed: 3/13/201S 1 0736 PM EDT Silted: 3/132015 131759 PM EDT Sent: 3/132015 1 D6-49 PM EDT Viewed: 3/132015 32301 PM EDT Sigcd: 3/132015 328:45 PM EDT 7/7/2015 9.F. Session Documents Document Sine Date Signatttres Initials Dates Form Fields Clceckboxes SaksCommcdtrsidentialVacantLa rd.pdf 245KB 3/1320151258.49 PM EDT 1 0 1 0 0 Bayer•Ag rrL- TtForBmketCompersationpdf 193KB 3/132015 1258 -49 PM EDT 2 0 2 0 0 BrokemgeRela6otshipDisckts= FormTrersactionBrokerNotice.pdf 193KB 3/13/2015 1258:47 PM MT 1 0 1 0 0 Session Activity Minestamp 1PAddress Activity 3/1312015 328:46 PM EDT 166.175.60.250 Session completed and closc d by Denis McLaughlin 3/132015 32845 PM EDT 166.175.60.250 Sigtorg Corypleted by James Drescher Odrescher@att ret) 3/132015 32391 PM EDT 166.175.60.250 Disclosure approved by)arn s Drescher (dresdr t&ttrd) 3/132015 32301 PM EDT 166.175.60250 Sigma treated and approved byJan s Dtescicr Odreschm@atttet) 311312015 1:0759 PM EDT 98.238.114.170 Signing Cocrpiuted by Dennis McLatj* (i!fi@swfkealtyexpert cote) 3/132015 1:07:36 PM EDT 98.238.114.170 Disclosure approved by Dennis McLat8111'n (ab@swffreakye •cart) 3/13/201510736 PM EDT 98.238. l 14.170 Signature created and approved by Dennis McLaughrm (ir&@sw&eakyexpenta.com) 3/13201510649 PM EDT 98.238.114.170 Invitation sent to Dennis McLatpWvfo&wflreakyrxperts.cotn) by Dennis McLaugtdm 3/132015 106.49 PM EDT 98.238.114.170 Invitation sett to Jarrm Drescher(dresdu@attnet) by Dennis McLaug* 3/132015 1106:48 PM EDT 98.238.114.170 cftnOnGte Session Created by Dennis McLsoghfrc Packet Page -302- 7/7/2015 9.F. Disclosure Consumter Disclosure Phase read the information below regarding the tens and conditions ofteccivi g docurrenls, contacts, and d'sclomw elecborrically tlrouu&h the eSgronlne electrons sgratse system Ifth's idomation is to your satisfaction and you By= to the terns and conditions, peam confer your acceptance and ageertert by c1eckig the box' I Agee to the above Comisrer Dseksue' and sebgk due 'Create and Approve Sign h button'. Electronic distribution ordocaments and contracts Naples Realty International (We, us, or the Con4mrry) acknowkxips your ag eemcrt to receive required docu reels, contracts, rouces, dsclomm aWrorhatiors, and otter documents electronic* drouglh the eSignOnline cicctronric signature system We appreciate and curable you for doing your part to go paperlrss and save our environment. Th D* tine eSigbOnlie electronic sigatue system we are able to save lire and process a hatsachon faster. We do not have to print end maul paper copies„ wait for signatures that could take days or weeks, and there are no delays associated with waking, for you to maul it back to us, Unless you tell us odzrwiro in accordance with the procedures described herein tin's disclosure, wo will provide documents t ro* dm's electronic metlrod timing the cause ofour relationship with you If you do not agree with this process and method, please let us knew as described below. Naples Realty International ou tsouces personal irlometion to a thud party processing and storage service provider which is located it the USA. The Buyer and Seller hereby acknowledge that personal infimration processed and stored by a US chid party service provider's subject to the laws ofthat country and that inhrrmtion tray be made awflable to the US govemanent or ils agencizs under a lawful order made in dot country. Papercopies During the sW ng process on cSignOnline, you will have tie oppoMnty to download and pnintyoir copies ofthe documents before and after signing At any tire, you may contact is to obtain paper copies ofdocumerts that bave been provided to you electronic*- To request paper copies, you must send an email to dear iis@r apksreakyitcmatioral.cmn and n the body ofthb c and state your fits name, address, tcie,*n e. number, mid the came ofthe document or tnatsartion that you would Ike a paper copy for. Ifarry Sees apply, we will no y you Wkhdravving your consent to sign electronically Once you have decided and agreed to the blowing disclosure to sign documents cbctrornic*, you may at any tine dereafter decide to withdraw your consent and receive regnaed docu nerds only in paper format. There are several ways to infxm is fiat you no longer wish to received documents and sign electru nic* a) Wig the electrorio signing prod, you may elect to 'decline' and indicate your reasons for declining and ivUmvig you consent. b) Send an email to dersais@mplesteakyi iemationatcom and in the body ofthe snail indicate )our full nacre, address, telephone umber and that you no lorWr wish to sign electronically and imead would Ike to receive paper copies Phase be aware that withdrawing your convert to sign ckxtronk* may result in delays ardor more titre to conT)We a transaction We wdl then have to print and marl paper copies to you wat for you to receive and sign documents, then wan for you to marl it back and follow the same procedure with other parties to the transaction Howto contact Naples Realty International At any tire, you may contact us to change your email and contact indonnation, request paper copies, or to indicate your change in consent to sign electronically hereafter. Contact Name : Dennis McLaughTn Flinn Address: denni a) aphreM intema6onaLcom Phome Nurn>ber : Hardxare and SorMvnre Requirements The fbinvng are nQhirtrn hardware and sothva c reqummerts to use the eSjgnOnim electronic signature system Operating Systems: Widows® 8, Wirdovvs® 7, Windows Vista®, Mac OS® X 10.6 and higher. Browsets: Google Chrome® 36 and higher, Internet RKplerer® 4.0 and higtcr, Momma FiebM 31.0 and higher, SatitrM S.1.7 and higher. Screen Resektion 800 x 600 rub' ' Security Settings: Abw per session cookies PDF Reader. Acrobat® or sihu'hr software to view and print PDF tics Your Acknontedgmmett and Consent to use electronic signatures To confirm to us that you can access this inhnnation ek cM*ally, vvldch vw11 be similar so other electronic documents fiat ive will provide to you, please verity dw you vvere able to read this electronic corsrrrer diclosme and that you also vvero able to print on paper or etxAOrucaly save this page for your Aire reference and access. Furtha , you consent to receiving notices and dsekrsues in electronic lancet m the terms and conditions Packet Page -303- 7/7/2015 9.F. descnbed herein this corsurer disobsue, please let us knmv by ch=ft the 'I agree with the above Co m= Discbme box bobw By chocking the '1 agree %Vdi the above Corsurer Discbsum' box, I cm*Tn that 1 can access and read d is electronic cormrmr discimn to conscat to receipt ofelechmic doer =, I can pmt on paper ifI so choose, the dscbsuc and/or save b a place where I can prvt it for futt e reference and access, and u tl I notify Naples Reeky International othemvse, I consent to receive fr cmNaples Realty International clecvanic doourerrts Mat are regtmed to be providod or trade avakbb to rte by Naples Realty International doing tle come of my mktiotsirip with Naples Reaky Intonational Packet Page -304- f- O Z 00 Cif0 LL Z Nd'Md T- m mm m W UUUU� _ o N T M <t mmmmm UUUUU CM NO T T T O N O O q;rr- O T Cl O N N O O O O O O Co O r M M to O Or M M M M O O NLO O O N N 66 QO T tC � T T N Co ❑n r N (fl CO CO U� d: M C7 T T T T T T T T T T T T T T —M LO M U') O O O O T T M 0 0 0000 O N N m m m O O O O O r 000000 T r T T to 0 N N N N N N 0 0 0 0 0 0 O O T r N 0 0 0 0 0 0 0 0 0 0 0 0 CO to OD M C9 (q On M Ul O O O r r N CO CO CO r to d• 7V�tnr�Nr� O O O O r T 000000 VM M C") CM CM C") Co M m Co m m 0 0 0 0 0 0 Cfl Cfl CO (D (O CO 0 0 0 0 0 0 m Co ti (Q M Co O r N CO C4 M 0 0 0 0 0 0 O o o O N N 0 0 0 0 0 0 O O O O N N r T r T T r Co t() Co LO Co M Co NCo r-- tnCO T t'•• t•' 4'- O LO CO r- Co CA T 0000 C) ❑ d LO CO r-- Co CA n 0 ❑ 0 ❑ ❑ Packet Page -305- LO 'tMNOO T T T T T O r r r r T r t- N O N O O O O T T O O O O O oror- T 0 0 0 0 0 0 0 0 0 0 I M C CM O r T O T O Co O O Co LO O O O 0 0 O O O O O "t � U O O 0-- O(OMr r,- WC CO M C CC) 000-- O O O O M M x C'7 C") Co M Co M U= W 0 O CO CO x Co 0 V' >n 0 0 O O cc N — U-) 0 M LO O O , ED Co �—o�oo 3 T N O O °• , 'o ♦':Nb0000 r LU LU 17 •�a�Ord r` O ♦� -,f �bOOO e `te Ch M M Ch M r= Q O 0 0 0 0 C/) iX�rXX7 W OOOON Z0 O O Co O O W U Uw O 0 rn0)0U*) CD N fl� q N q L ON CV LL 0) LL. �j LPL„ OO 1-1-COM Un T r h r V CL rC) - N LO Cu R CD U J Ur Q CO MMp0 M C+ C7 W Na N O Z F Z Com MMM U �a CD U �❑ 0WU Cl o p to o IgCOCDMCR O 00000 o �U Co W ¢¢¢¢ a Q oornO(n Co CO tC7 Co to O O T N N d my Co oornoo COtlptnNN w w h a, w Z to CO r to Co ^ r T T T S W F- ZLLL. 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Florida Departmerit:of Environmental Protection FLORA Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399 -2400 NOTIFICATION /APPLICATION FOR CONSTRUCTING A DOMESTIC WASTEWATER COLLECTION /TRANSMISSION SYSTEM Subpart A: Permit Application Type PARTI- GENERAL Permit Application Type (mark one only) EDUs Application Fee* "X" Served RVOK 12007018 \WP%DIPERMrrWDEM%Vemtnvatcr Application Ravised 150204.doc Northwest DWicl Are you applying for an individual permit for a domestic wastewater•collection /transmission system? >_ 10 $500 7825 B"mcadom Way Note: an EDU is equal to 3.5 persons. Criteria for an individual permit are contained in Rule 62- Suhe 6200 . 604.600(7), F.A.C. Jad®mltic• Florida 32256.7590 OrW)k FlurWa-323437767 :. ' Tvrura. Florida 336 19 -3 3 18 901- 444 -8300 <10 $300 ❑ Is this a Notice of Intent to use the general permit for wastewater collection /transmission systems? N/A $250 ❑ Criteria for qualifying for a general permit are contained in Rule 62- 604.600(6), F.A.C. Projects not meeting the criteria in Rule 62-604.600(6), F.A.C. must a . 1 `for an individual permit. *Note: Each non - contiguous project (i.e., projects that are iioGinteri;ohhected Iir bre'not located on adjacent streets or in the same neighborhood) requires a separate application and fee. • . Subpart B: Instructions (1) This form shall be completed for all domestic wastewater collection /transmission system construction projects as follows: • If this is a Notice of Intent to use the general permit, this notification shall be submitted to the.Department at least 30 days prior to initiating construction. • If this is an application for an individual permit, the permit must be obtained prior to initiating construction. (2) One copy of the completed form shall be submitted to the appropriate DEP district office or delegated local program along with the appropriate fee, and one copy of the following supporting documents.: Checks should be made payable to the Florida Department of Environmental Protection, or the name of the appropriate delegated local program. • If this is a Notice of Intent to use the general permit, attach a site plan or sketch showing the size and approximate location of new or altered gravity sewers, pump stations and force mains; showing the approximate location of manholes and isolation valves; and showing how the proposed project ties into the existing or proposed wastewater facilities. The site plan or sketch shall be signed and sealed by a professional engineer registered in Florida. • If this is an application for an individual permit, one sef of plans and specifications shall be submitted with this application, or alternatively, an engineering report shall be submitted. Plans and specifications and engineering reports shall be prepared in accordance with the applicable provisions of Chapters 10 and 20 of Recommended Standards for Wastewater Facilities. The plans and specifications or engineering report shall be signed and sealed by a Professional Engineer registered in Florida. (3) All information shall be typed or printed in ink. Where attached sheets (or other technical documentation) are utilized in lieu of the blank spaces provided, indicate appropriate cross- references on 'the form. If an ;item, is not applicable to your project, indicate "NA" in the appropriate space provided. DEP Form 62- 604a00(SX4) Page 1 of 10 Effective November 4, 2003 RVOK 12007018 \WP%DIPERMrrWDEM%Vemtnvatcr Application Ravised 150204.doc Northwest DWicl Northasl d "dd Cealnitiildrid•:t:.:. `I a ,'. Soffi6ae9 13Mt{c1 Itat G.Wa namd Caen 7825 B"mcadom Way 3319 A4a9nim Bhp suite 232 38" C-0 Plot Wri Suhe 6200 . FM 0 Flmids 32501 -5794 Jad®mltic• Florida 32256.7590 OrW)k FlurWa-323437767 :. ' Tvrura. Florida 336 19 -3 3 18 901- 444 -8300 904-807 -33M 407 -944! UO Packet Page -307- Sooty District Sowt -A DWrict 2295 Vicloda Ass- Seim 364 400 N. Congest Ass P.Q. Box 15425 Fort M)-a. Florida 33901 Wed Palm Bcaeh, Florhla 33416 813 - 332-6975 561 -681.66131 7/7/2015 9. F. PART H — PROJECT DOCUMENTATION (1) Collection/Transmission System Permittee Name W. Terry Cole, P.E. Title Agent Company Name Breault Construction, Inc. Address 4110 Enterprise Avenue City Naples State Florida Zip 34104 Telephone 254 -2000 Fax 254 -2099 Email tgncole(a)Jurtene.com (2) General Project Information Project Name Legacy Estates Location County City NAPLES, Section 24 Township 48 Range 25E Project Description and Purpose (including pipe length, range;of pipe diameter, total number of manholes, and total number of pump stations) Construction of 836' of 8" diameter PVC gravity sewer and 3 manholes, connecting into an existing gravity sewer line. Estimated date for Start of construction May 2015 Completion of construction November 2015 Connections to existing system or treatment plant November 2015 (3) Project Capacity A = Type of Unit B = Number of Units C = Population Pet UniT , D = Total -,,Population Columns B x E = Per Capita Flow F = Total Average Daily Flow Columns D x E G = Peak hour flow Single-Family Singic-Family Home 13 2 26 120 3,120 520 Mobile Home Apartment Commercial, Institutional, or Industrial Facili * - Total 26 3,120. 520 3,120 GPD Avg, daily flow x 4.0 (peaking factor )/24 hrs, = 520 Whr. (4) Pump Station Data (attached additional sheets as neeessary) ,r (5) Collection/Transmission System Design Information: r A. This information must be completed for all projects by the applicant's professional engineer, and if applicable, those professional engineers in other disciplines who assisted with the design of the project. If this project has been designed to comply with .the standards and criteria listed below, the engineer shall initial in ink before the standards or criteria. If any of the standards or criteria do not apply to this project or if this project has not been designed to comply with the standards or criteria, mark "X" before the appropriate; standard or criteria and provide an explanation, including any applicable rule references, in (5)B. below. Note, if the project has not been designed in accordance with the standards and criteria set forth in Rules 62- 604.400(1) and (2), F.A.C., an application for an individual permit shall be submitted. However, if Rules 62- 604.400(1) and (2), F.A.C., specifically DEP Form 62- 604.30D(W) PAQP ?. Af 10 Effective November 4, 2003 HX2 ON(! 181WPAMPERMITSWDEP WasewaterApplictonReviu 150204.doc Pa- cket Page -308 - 'f Estirated Flow to the Station GPD) Location Type Maximum • Average Minimum Operating Conditions GPM @ FT (5) Collection/Transmission System Design Information: r A. This information must be completed for all projects by the applicant's professional engineer, and if applicable, those professional engineers in other disciplines who assisted with the design of the project. If this project has been designed to comply with .the standards and criteria listed below, the engineer shall initial in ink before the standards or criteria. If any of the standards or criteria do not apply to this project or if this project has not been designed to comply with the standards or criteria, mark "X" before the appropriate; standard or criteria and provide an explanation, including any applicable rule references, in (5)B. below. Note, if the project has not been designed in accordance with the standards and criteria set forth in Rules 62- 604.400(1) and (2), F.A.C., an application for an individual permit shall be submitted. However, if Rules 62- 604.400(1) and (2), F.A.C., specifically DEP Form 62- 604.30D(W) PAQP ?. Af 10 Effective November 4, 2003 HX2 ON(! 181WPAMPERMITSWDEP WasewaterApplictonReviu 150204.doc Pa- cket Page -308 - 7/7/2015 9.F. allow for another alternative that will result in an equivalent level of reliability and public health protection, the project can be constructed using the general permit. General Requirements WTC 1. The project is designed based on an average daily flow of 120 gallons per capita plus wastewater flow from industrial plants and major institutional and commercial facilities unless water use data or other justification is used to better estimate the flow. The design includes an appropriate peaking factor, which covers 1/1 contributions and non - wastewater connections to those service lines. [RSWF 11.243] (� _WTC 2. Procedures are specified for operation of the collection/transmission system during construction. [RSWF 20.15] WTC 3. The project is designed to be located on public: right-,of-ways, land owned by the permittee, or easements and to be / located no closer than 100 feet from a public drinking water supply well and no closer than 75 feet from a private drinking water supply well; or documentation is provided in Part II.C., showing that another alternative will result in an 0 equivalent level of reliability and public health protection. [62- 604.400(1)(b) and (c), F.A.C.] 'LWTC 4. The project is designed with no physical conneciions betweep a public or private potable water supply system and a sewer or force main and with no water pipes passing through or coming into contact with any part of a sewer manhole. [RSFW 38.1 and 48.5] mtWTC 5. The project is designed to preclude the deliberate introduction of storm water, surface water, groundwater, roof runoff, subsurface drainage, swimming pool drainage, air conditioning system condensate water, non - contact cooling water except as provided by Rule 62- 610.668(1), F.A.C., and sources of uncontaminated wastewater, except to augment the supply of reclaimed water in accordance with Rule 62- 610.472(3)(c), F.A.C. [62- 604.400(1)(d), F.A.C.] WTC 6. The project is designed so that all new or relocated; buried sewers and force mains, are located in accordance with the separation requirements from water mains and-reclaimed water lines of Rules 62- 604.400(2)(g)(h) and (i) and (3), F.A.C. Note, if the criteria of Rules 62- 604.400(2)(g) 4: or. (2)(i) 3., F.A.C., are used, describe in Part II.C. alternative construction features that will be provided to affo4a similar level of reliability and public health protection. [62- 604.400(2)(g), (h), and (i) and (3), F.A.C.] Gravity Sewers +/ V- WTC 7. The project is designed with no public gravity sewer conveying raw wastewater less than 8 inches in diameter. [RSWF 33.1] 601L L. W_ TC 8. The design considers buoyancy of sewers, and .appropriate construction techniques are specified to prevent flotation of the pipe where high groundwater conditions are anticipated; [RSWF 33.3) G3 WTC 9. All sewers are designed with slopes to give mean Velocities, when flowing full, of not less than 2.0 feet per second, based on Manning's formula using an "n" value of O.Oij-31ioi- if it is not practicable to maintain these minimum slopes and the depth of flow will be 0.3 of the diameter•or greater:for design average flow, the owner of the system has been notified that additional sewer maintenance will be required" The pipe diameter and slope are selected to obtain the greatest practical velocities to minimize solids deposition problem's. Oversized sewers are-not specified to justify flatter slopes. [RSWF 33.41, 33.42, and 33.431 Gi t� WTC 10. Sewers are designed with uniform slope between manholes.. [RWSF 33.44] X 11. Where velocities greater than 15 fps are designed, provisions to protect against displacement by erosion and impact are specified. [RSWF 33.45] X 12. Sewers on 20% slopes or greater are designed. to be anchored securely with concrete, or equal, anchors spaced as follows: not over 36 feet center to centerbn gratl0"2fl %and up to 35 %; not over 24 feet center to center on grades 35% r and up to 50 %; and not over 16 feet center to center, on grades 50% and over. [RSWF 33.46] WTC 13. Sewers 24 inches or less are designed with straight alignment between manholes. Where curvilinear sewers are proposed for sewers greater than 24 inches, the design specifies compression joints; ASTM or specific pipe manufacturer's maximum allowable pipe joint deflection limits are not exceeded; and curvilinear sewers are limited to simple curves which start and end at manholes. [RSWF 33.5] X 14. Suitable couplings complying with ASTM specifications are required for joining dissimilar materials. [RSWF 33.7] t WTC 15. Sewers are designed to prevent damagd TirQm supe"posed loads. [RSWF 33.7] DEP Form 62.604.700t8Xa) Paae 3 6f 40 Effective November 4.2003 Packet Page -309- H: 1200712007018%%VP%LDWERMI SIFDEP1Waatewater Application Revised 150204.doc g allt WTC 1 '`AWTC 7/7/2015 9.F. 16. Appropriate specifications for the pipe and methods of bedding and backfilling are provided so as not to-damage the pipe or its joints, impede cleaning operations and future tapping, nor create excessive side fill Rressures and ovalation of the pipe, nor seriously impair flow capacity. [RSWF 33.81] !7. Appropriate deflection tests are specified for all flexible pipe. Testing is required after the final backfill has been in place at least 30 days to permit stabilization of the soil -pipe system. Testing requirements specify: 1) no pipe shall exceed a deflection of 5 %; 2) using a rigid ball or {pandrel for the deflection test with a diameter not less than 95% of the base inside diameter or average inside diametei:•bf the'oipe; depending on which is specified in the ASTM specification, including the appendix, to which the pipe is• maih" fMtetured; and 3) performing the test without mechanical pulling devices. [RSWF 33.85] 18. Leakage tests are specified requiring that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for any section of the system; 2) exfiltration or infiltration tests be performed with a minimum positive head of 2 feet; and 3) air tests, as a minimum, conform to the test procedure described in ASTM C- 828 for clay pipe, ASTM C 924 for concrete pipe, ASTM F -1417 for plastic pipe, and for other materials appropriate test procedures. [RSWF 33.93, 33.94, and 33.95] X 19. If an inverted siphon is proposed, docuMentation of its need is provided in Part H.C. Inverted siphons are designed with: 1) at least two barrels; 2) a minimum pipe size of-6: inches; 3) necessary appurtenances for maintenance, convenient flushing, and cleaning equipment; and 4) inlet and discharge structures having adequate clearances for cleaning equipment, inspection, and flushing. Design provides'sufficient head and appropriate pipe sizes to secure velocities of at least 3.0 fps for design average flows. The inlet anrf'oiitlet are designed so that the design average flow may be diverted to one barrel, and that either barrel may be cut but of service for cleaning. [RSWF 351 �r +' e WTC X n geg'WTC WTC Manhole§ 20. The project is designed with manholes at the end.of each line; at all changes in grade,.size, or alignment; at all intersections; and at distances not greater than 400 feet for sewers 15 inches or less and 500 feet for sewers 18 inches to 30 inches, except in the case where adequate modem cleaning equipment is available at distances not greater than 600 feet. [RSWF 34.1] 21. Design requires drop pipes to be provided for sewers entering manholes at elevations of 24 inches or more above the manhole invert. Where the difference in elevati6h between the incoming sewer and the manhole invert is less than 24 inches, the invert is designed with a fillet to prev.6k solids deposition. Inside drop connections (when necessary) are designed to be secured to the interior wall .'of the manhole and provide access for cleaning. Design requires the entire outside drop connection be encased in concrete. [RSWF 34.2] 22. Manholes are designed with a minimum diameter of 48 inches and a minimum access diameter of 22 inches. [RSWF 34.3] 23. i�tr J�i WTC 24. VVTC Design requires that a bench be provided on each side of any manhole channel when the pipe diameter(s) are less than the manhole diameter and that no lateral sewer, service connection, or drop manhole pipe discharges onto the surface of the bench. [RSWF 34.5] Design requires: 1) manhole lift holes and grade adjustment 'rings be sealed with non - shrinking mortar or other appropriate material; 2) inlet and outlet pipes be joined.to'the manhole with a gasketed flexible watertight connection or another watertight connection arrangement.that.ali,pws differential settlement of the pipe and manhole wall; and 3) watertight manhole covers be used wherever the,manhole tops may be flooded by street runoff or high water. [RSWF 34.6] 25. Manhole inspection and testing for water tightness or damage prior to placing into service are specified. - Air testing, if specified for concrete sewer manholes, conforms to the test procedures described in ASTM C -1244. [RSWF 34.71 X 26. Electrical equipment specified for use in manholes is consistent with Item 46 of this checklist. [RSWF 34.9] y S6heam: Crossings X 27. Sewers and force mains entering or crossing•stpagrs #re designed to be constructed of ductile iron pipe with mechanical joints or so they will remain watertight and free.from changes in alignment or grade. Appropriate materials which will not readily erode, cause siltation, damage pipe during placement, or- corrode the pipe are specified to backfill the trench. [RSWF 36.21 and 48.5] DEP Form 62.604360(B)(a) Page 4 of 10 Effective November 4, 2003 Packet Page -310 - HAZDOMW701 B\WF% PERMrrSV'DEP1Wastowater Apps wicm ReAsed 150204.d6c p 7/7/2015 9. F. X 28. Stream crossings are designed to incorporate valves or other flow regulating devices (which may include pump stations) on the shoreline or at such distances form the shoreline to preyent discharge in the event the line is damaged. [62- 604.400(2)(k)5., F.A.C.] X 29. Sewers and force mains entering or crossing strearns;are designed at a sufficient depth below the natural bottom of the stream bed to protect the line. At a minimum, the project is designed with subaqueous lines to be buried at least three feet below the design or actual bottom, whichever is deeper, of a canal and other dredged waterway or the natural bottom of streams, rivers, estuaries, bays, and other natural water bodies; or if it is not practicable to design the project with less than three -foot minimum cover, alternative construction features (e.g. a concrete cap, sleeve, or some other properly engineered device to insure adequate protection of the line) are described in Part iI.C: [627604.400(2)(k)1., F.A.C., and RSWF 36.11] X 30. Specifications require permanent warning signs be placed on the banks of canals, streams, and rivers clearly identifying the nature and location (including depths below design or natural bottom) of subaqueous crossings and suitably fixed signs be placed at the shore, for subaqueous crossings' of-lakes, bays, and other large bodies of water, and in any area where anchoring is normally expected. [62- 60�,.40Q -F.A.C.] X 31. Provisions for testing the integrity of subaqueous. lines •are specified. [62- 604.400(2)(k)4., F.A.C.] X 32. Supports are designed for all joints in pipes utiliTed for aerial crossings and to prevent overturning and settlement. Expansion jointing is specified between aboveground and below ground sewers and force mains. The design considers the impact of floodwaters and debris. [RSWF 37 and 48.5] X 33. Aerial crossings are designed to maintain existing or required navigational capabilities within the waterway and to reserve riparian rights of adjacent property owners. [62- 604.400(2)(k)3., F.A.C.] '� Pump Stations X 34. In areas with high water tables, pump stations are designed to withstand flotation forces when empty. When siting the pump station, the design considers the potential for,damdge or interruption of operation because of flooding. rump i;.: . station structures and electrical and mechanicaliequipment`are designed to be protected from physical damage by the 100 -year Hood. Pump stations are designed to rem am Ory.operational and accessible during the 25 -year flood unless lesser flood levels are appropriate based on local considerations, but not less than the 10 -year flood. [62- 604.400(2)(e), n F.A.C.] X 35. Pump stations are designed to be. readily accessible by maintenance vehicles during all weather conditions. [RSWF 41.2] X 36. Wet well and pump station piping is designed to avoid operational problems from the accumulation of grit. [RSWF 41.31 X 37. Dry wells, including their superstructure, are designed to be completely separated from the wet well. Common walls are designed to be gas tight. [RSWF 42.21 ] X 38. The design includes provisions to facilitate rerrovirig pumps, motors, and other mechanical and electrical equipment. [RSWF 42.22] X 39. The design includes provisions for: 1) suitable -and safe means of access for persons wearing self-contained breathing apparatus are provided to dry wells, and to wet wells; 2) stairway access to wet wells more than 4 feet deep containing either bar screens or mechanical equipment requiring inspection or maintenance; 3) for built -in -place pump stations, a stairway to the dry well with rest landings at vertical intervals not to exceed 12 feet; 4) for factory -built pump stations over 15 feet deep, a rigidly fixed landing at vertical intervals not to exceed 10 feet unless a manlift or elevator is provided; and 5) where a landing is used, a suitable and rigidly fixed barrier to prevent an individual from falling past the intermediate landing to a lower level. If -p manlift orkelevator is provided, emergency access is included in the design. [RSWF 42.231 X 40. Specified construction materials are appropriate undei conditions of exposure to hydrogen sulfide and other corrosive gases, greases, oils, and other constituents Frequently present in wastewater. [RSWF 42.251 X 41. Except for low- pressure grinder or STEP systems, multiple pumps are specified, and each pump has an individual intake. Where only two units are specified, they are of the same size. Specified units have capacity such that, with any unit out of service, the remaining units will have capacity to handle the design peak hourly flow.' [RSWF 42.3 Yaa d 42.36] X 42. Bar racks are specified for pumps handling wastewater from 30 inch or larger diameter sewers. Where a bar rack is specified, a mechanical hoist is also provided. The design includes provisions for appropriate protection from clogging for small pump stations. [RSWF 42.322] DEP Form 62- 604.700(S)(a) �• ' Paaegti of I o Effective Novanber 4, 200J Packet Page -311 - N*.V. 007120070191VIK I\ PERM]TSNFDEMWastewaterAppkation Revised 150204.doc 7/7/2015 9.F. X 43, Pumps handling raw wastewater are designed to pass spheres of at least 3 inches in diameter. Pump suction and discharge openings are designed to be at least 4 inches in diameter. [RSWF 42.33] (Note, this provision is not applicable to grinder pumps.) X 44. The design requires pumps be placed such that under normal operating conditions they will operate under a positive suction head, unless pumps are suction -lift pumps, [RSWF 42.34] X 45. The design requires: 1) pump stations be. protected from lightning and transient voltage surges; and 2) pump stations be equipped with lighting arrestors, surge capacitors;•o'r other similar protection devices and phase protection. Note, pump stations serving a single building are not required to provide surge protection devices if not necessary to protect the pump station. [62- 604.400(2)(b), F.A.C.] X 46. The design requires 1) electrical systems and ca'mponents 0e.g., motors, lights, cables, conduits, switch boxes, control circuits, etc.) in raw wastewater wet wells, or in enclosed'•or partially enclosed spaces where hazardous concentrations of flammable gases or vapors may be present, comply with the National Electrical Code requirements for Class I Group D, Division 1 locations; 2) electrical equipment located in wet wells be suitable for use underzorrosive conditions; 3) each flexible cable be provided with a watertight seal and separate strain relief; 4) a fused disconnect switch located above ground be provided for the main power feed for all pump stations; 5) electrical equipment exposed to weather to meet the requirements of weatherproof equipment NEMA 3R or 4; 6) a 1 10 volt power receptacle to facilitate maintenance be provided inside the control panel for pump stations ghat have control panels outdoors; and 7) ground fault interruption protection be provided for all outdoor outlets. [qWF 4.2.351 X 47. The design requires a sump pump equipped with du'al.,�heck valves be provided in dry wells to remove leakage or drainage with discharge above the maximum high water level of the wet well. [RSWF 42.37] X 48. Pump station design capacities are based on the,peak hourly.:flow and are adequate to maintain a minimum velocity of 2 feet per second in the force main. [RSWF 42.38] X 49. The design includes provisions to automatically alternate the pumps in use. [RSWF 42.4] X 50. The design requires: I) suitable shutoff valves be placed on the suction line of dry pit pumps; 2) suitable shutoff and check valves be placed on the discharge line of-each pump (except on screw pumps); 3) a check valve be located n between the shutoff valve and the pump; 4):chepl�,ivalves,be suitable for the material being handled; 5) check valves be placed on the horizontal portion of discharge piping ( exoept foir bail checks, which may be placed in the vertical run); 6) all valves be capable of withstanding normal pressure and water hammer; and 7) all shutoff and check valves be operable from the floor level and accessible for maintenance. [RSWF 42.5] X 51. The effective volume of wet wells is based on design average flows and a filling time not to exceed 30 minutes unless the facility is designed to provide flow equalization. :116 pump manufacturer's duty cycle recommendations were utilized in selecting the minimum cycle time. [RSWF 42.62] X 52. The design requires wet well floors have a minimum slope of 1 to 1 to the hopper bottom and the horizontal area of hopper bottoms be no greater than necessary for proper installation and function of the inlet, [RSWF 42.63] X 53. For covered wet wells, the design provides for air displacement to the atmosphere, such as an inverted 'J" tube or other means. [RSWF 42.641 X 54. The design provides for adequate ventilation all pump stations; mechanical ventilation where the dry well is below the ground surface; permanently installed veniilatii]n'if sot'eens or mechanical equipment requiring maintenance or inspection are located in the wet well. Pump stations are designed with no interconnection between the wet well and dry well ventilation systems. [RSWF 42.71] X 55. The design requires all intermittently operated ventilation equipment to be interconnected with the respective pit lighting system and the manual lighting/ventilation switch to override the automatic controls. [RSWF 42.73] X 56. The design requires the fan wheels of ventilation systems be fabricated from non - sparking material and automatic heating and dehumidification equipment be provided in all dry wells. [RSWF 42.74] X 57, If wet well ventilation is continuous, design•proMaes. for at least 12 complete 100% fresh air changes per hour; if wet well ventilation is intermittent, design provides•fbr of least'30 complete 100% fresh air changes per hour; and design requires air to be forced into wet wells by mechanical means rather than solely exhausted from the wet well. [RSWF 42.75] ;:: ; •. DEP Form 62.604.30NS)(a) Peon ii of 1(1 Effective November 4, 20M Packet Paaa -312 - H: WWA200701 AWPUMERi� TTSMEPIWastetvaier 4plicalion Revised 150204 .doe b 7/7/2015 9.F. X 58. If dry well ventilation is continuous, design provides at least 6 complete 100% fresh air changes per hour; and dry well ventilation is intermittent, design provides.for at least 30 complete 100% fresh air changes per hour, unless a system of two speed ventilation with an initial ventilation rate -of 30 changes per hour for 10 minutes and automatic switch over to 6 changes per hour is used to conserve heat. [RSWE 42.76] X 59. Pump stations are designed and located on ;the sitejo.minimize adverse effects from odors, noise, and lighting. [62- 604.400(2)(c), F.A.C.] X 60. The design requires pump stations be enclosed with a fence or otherwise designed with appropriate features to discourage the entry of animals and unauthorized persdns. Posting of an unobstructed sign made of durable weather resistant material at a location visible to the public with a telephone number for a point of contact in case of emergency is specified. [62- 604.400(2)(d), F.A.C.] X 61. The design requires suitable devices for measuring wastewater flow at all pump stations. Indicating, totalizing, and recording flow measurement are specified for pump stations with a 1200 gpm or greater design peak flow. [RSWF 42.8] 3,. X 62. The project is designed with no physical connections between any potable water supplies and pump stations. If a potable water supply is brought to a station, reduced- pressure principle backflow- prevention assemblies are specified. [RSWF 42.9 and 62- 555.30(4), F.A.C.] • . Additional Items to be Completed for Suction -Lift Pump Stations X 63. The design requires all suction -lift pumps to be either self - priming or vacuum - priming and the combined total of dynamic suction -lift at the "pump off' elevation and required net positive suction head at design operating conditions not to exceed 22 feet. For self - priming pumps, the design requires: 1) pumps be capable pf rapid priming and repriming at the "lead pump on" elevation with self - priming and repriming accomplished automatically under design operating conditions; 2) suction piping not to exceed the size of the pump suction or 25 feet in total length; and 3) priming lift at the "lead pump on" elevation to include a safety factor of at least 4 feet from the maximum allowable priming lift for the specific equipment at design operating conditions.;M vacuum - priming pump stations, the design requires dual vacuum pumps capable of automatically and completely'r Roving air. from the suction -lift pumps and the vacuum pumps be adequately protected from damage due to,wastpwater.,fRSWF 43.1] X 64. The design requires: 1) suction -lift pump equipment compartments to be above grade or offset and to be effectively isolated from the wet well to prevent a hazardous and corrosive sewer atmosphere from entering the equipment compartment; 2) wet well access not to be through the equipment compartment and to be at least 24 inches in diameter; 3) gasketed replacement plates be provided to cover the opening to the wet well for pump units to be remove for service; and 4) no valving be located in the wet well. [RSWF 43.2] Additional Items to be Completed for Submersible Pump Stations X 65. Submersible pumps and motors are designed sp' f 1pplly for raw wastewater use, including totally submerged operation during a portion of each pump cycle and to.,meet thexggl4*eipents of the National Electrical Code for such units. Provisions for detecting shaft seal failure. or potential seal failure are included in the design. [RSWF 44.11 X 66. The design requires submersible pumps be readilyy6movable and replaceable without dewatering the wet well or disconnecting any piping in the wet well, [RSWF 414.2]. X 67. In submersible pump stations, electrical supply, control, and alarm circuits are designed to provide strain relief, to allow disconnection from outside the wet well; and to protect terminals and connectors from corrosion by location outside the wet well or through use of watertight seals. [RSWF 44.3 1 ] X 68. In submersible pump stations, the design requires the motor control center to be located outside the wet well, readily accessible, and protected by a conduit seal or other appropriate measures meeting the requirements of the National Electrical Code, to prevent the atmosphere of the wet wall from gaining access to the control center. If a seal is specified, the motor can be removed and electricalCy disconnected without disturbing the seal. The design requires control equipment exposed to weather to meet- the regl}irements of weatherproof equipment NEMA 3R or 4. [RSWF 44.32] X 69. In submersible pump stations, the design requires: 1) pump motor power cords be flexible and serviceable under conditions of extra hard usage and to meet the quirements of the National Electrical Code standards for flexible cords in wastewater pump stations; 2) ground fault interruption protection be used to de- energize the circuit in the event of any failure in the electrical integrity of the cable; and 3) power cord terminal fittings be corrosion - resistant and constructed in a manner to prevent the entry of moisture into the cable, provided with strain relief appurtenances, and designed to n facilitate field connecting. [RSWF 44.33] DEF Form 62- 604.700($)(a) F' •'T.%ROP 71 of 1 n - E6eetive November 4,2003 Packet Page -313 - M2007120070i61WF1LMERMiTSMEMWastewater Application Revised I50204.doc 7/7/2015 9. F. X 70. In submersible pump stations, the design requires 41-shut-off and check valves be located in a separate valve pit. Provisions to remove or drain accumulated'vraig fi;om the valve pit are included in the design. [RSWF 44.4] Emergency Operations for Pump Stations X 71. Pump stations are designed with an alarm system which activates in cases of power failure, sump pump failure, pump failure, unauthorized entry, or any cause of pump station malfunction. Pump station alarms are designed to be telemetered to a facility that is manned 24 hours a day. If such a facility is not available and a 24 -hour holding capacity is not provided, the alarm is designed to be telemetered to utility offices during normal working hours and to the home of the responsible person(s) in charge of the lift station during off-duty hours. Note, if an audio - visual alarm system with a self- contained power supply is provided in .lieui'uf`a ( elemetered system, documentation is provided in Part II.C. showing an equivalent level of reliability and public health p`r6tecdon. [RSWF 45] X 72. The design requires emergency pumping ca pability.be provided for all pump stations. For pump stations that receive flow from one or more pump stations througha'force main or'pump stations discharging through pipes 12 inches or larger, the design requires uninterrupted pumping capability be provided, including an in -place emergency generator, Where portable pumping and/or generating equipment or manual transfer is used d, the design includes sufficient storage capacity with an alarm system to allow time for detection of pump station failure and transportation and connection of emergency equipment. [62- 604.400(2)(a)l. and 2., F.A.C., and RSWF 46.423 and 46.433] X 73. The design requires: 1) emergency standby, systems to have sufficient capacity to start up and maintain the total rated running capacity of the station, includingdightingi ventilation, and other auxiliary equipment necessary for safety and proper operation; 2) special sequencing controls be provided to start pump motors unless the generating equipment has capacity to start all pumps simultaneously with auxiliary equipment operating; 3) a riser from the force main with rapid connection capabilities and appropriate valvini j ie provided for all pump stations to hook up portable pumps; and 4) all pump station reliability design features be compatible wl'A-the' available temporary service power generating and pumping equipment of the authority responsible for operation and maintenance of the collection/transmission system. [62- 604.400(2)(a)3., F.A.C., and RSWF 46.431] X 74. The design provides for emergency equipment to be protected from operation conditions that would result in damage to the equipment and from damage at the restoration of regular electrical power. [RSWF 46.411, 46.417, and 46.432] X 75. For permanently - installed internal combustion engines, underground fuel storage and piping facilities are designed in accordance with applicable state and federal regulations; and the design requires engines to be located above grade with adequate ventilation of fuel vapors and exhausfg_asres. ['R$WF 46.414 and 46.4151 ;, - • . X 76. For permanently - installed or portable enginp; diiiven, pumps are used, the design includes provisions for manual start -up. [RSWF 46.422] X 77. Where independent substations are used for emergency power, each separate substation and its associated transmission lines is designed to be capable of starting and operating the pump station at its rated capacity. [RSWF 46.441 Force Mains X 78. Force mains are designed to maintain, at design pumping rates, a cleansing velocity of at least 2 feet per second. The minimum force main diameter specified for raw wastewater is not less than 4 inches. [RSWF 48.1 ] X 74. The design requires: 1) branches of inti f&4ting force mains be provided with appropriate valves such that one branch may be shut down for maintenance and repair w4outlnt'errupting the flow of other branches; and 2) stubouts on force mains, placed in anticipation of future connections„ be equipped with a valve to allow such connection without interruption of service. [62- 604.400(2)(f), F.A.C;] ' X 80. The design requires air relief valves be placed of high points in the force main to prevent air locking. [RSWF 48.21 X 81. Specified force main pipe and joints are equal to water main strength materials suitable for design conditions. The force main, reaction blocking, and station piping are designed to withstand water hammer pressures and.stresses associated with the cycling of wastewater pump stations. [RSWF 48.41 X 82. When the Hazen and Williams formula is used to calculate friction losses through force mains, the value for "C" is 100 for unlined iron or steel pipe for design. For other smooth pipe materials, such as PVC, polyethylene, lined ductile iron, the value for C does not exceed 120 for design :., 48.611 83. Where force mains are constructed of material;' uhJch''. i ht cause the force main to be confused with potable water #n g P T mains, specifications require the force main'toVbe cleai`Iy identified. [RSWF 48.71 X 84. Leakage tests for force mains are specified including testing. methods and leakage limits. [RSWF 48.8] DEP Form 62- 604.300(B)(a) , 13— R .,f In Effective November 4,2003 Packet Page -314 - H:12007120070181WKLD"M MI7' SIFDEP \Wastewater Application Revised 150204.doe 7/7/2015 9. F. *RSWF = Recommended Standards for Wastewater Facilities (1997) as adopted by rule 62- 604.300(5)0, F.A.C. B. Explanation for Requirements or Standards Marked' X' in II(5)A. Above (Attach additional sheets if necessary): 11. No Velocities Greater than 15 fps 12. No slopes 20% or greater t 14. No dissimilar materials are proposed. 17. No flexible pipe proposed (all pipe to be rigid) 19. No inverted siphon 21. No drop manholes 26. No electrical equipment in manholes 27. — 33. No stream crossing - - 34. — 77. No pump station is proposed for this project. 78. — 84. No forcemain is proposed for this project. PART III - C$RTIFICATIONS (1) Collection/Transmission System Peimittee I, the undersigned owner or authorized representative* of Breault.Construction, Inc. am fully aware that the statements made in this application for a construction permit are true, correct and complete to the best -of-my knowledge and belief. I agree to retain the design engineer or another professional engineer registered in Florida, to conduct on -site- observation of construction, to prepare a certification of completion of construction, and to review record drawings for adequacy. Further, I agree to provide an appropriate operation and maintenance manual for the facilities pursuant to Rule 62- 604.500(4), F.A.C., and to retain a professional engineer registered in Florida to examine (or to prepare if desired) the manual. I am fully aware that Department approval must be obtained before this project is placed into service for any purpose other than testing for leaks and testing equipment operation. /g iii 1� r Date Signed Y�l Name W. TeAy Cole, P.E., Vice President Title Agent *Attach a letter of authorization. (2) Owner of Collection/Transmission System 1, the undersigned owner or authorized representative* of Breault Construction, Inc. certify that we will be the Owner of this project after it is placed into service. I agree that we will operate and maintain this project in a manner that will comply with applicable Departmentyples. Also I agree that we will promptly notify the Department if we sell or legally transfer ownership of this project. ,./ Signed ��'�LrIC.. _ Date Name W. Terry Cole, P.E. Title Agent Company Name Breault Construction, Inc. Address 4110 Enterprise Avenue J _ _ City Naples " ' State Florida Zip 34104 Telephone (239) 254 -2000 Fax (239) 254 -2099 Email tenycole @hmeng.com *Attach a letter of authorization. DEP Form 62- 604.300ftx) D--- 6 -.r in Effeit'eNevembu4•2003 Packet Page -315 - H: 120M0070161WALDWERMUS TI)MIYestmater Ap*idian Revised 150204 .doe . 1-111, 7/7/2015 9. F. (3) Wastewater Facility Serving Collection/Transmission System ** If this is a Notice of Intent to use a general permit, check here: ® The undersigned owner or authorized representative* of the NORTH COUNTY RECHoNAL WATER RECLAMATION wastewater facility hereby certifies that the above referenced facility has the capacity to receive the wastewater generated by the proposed collection system; is in compliance with the capacity analysis report requirements of Rule 62- 600.405, F.A.C.; is not under a Department order associated with effluent violations or the ability to treat wastewater adequately; and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Department rules. If this is an application for an individual permit, check one: ❑ The undersigned owner or authorized representative* of facility hereby certifies that the above referenced facility has and will have adequate reserve capacity to accept the flow from this project and will provide the necessary treatment and disposal as requited by Chapter 403, F.S., and applicable Department rules. ❑ The undersigned owner or authorized representative* of the wastewater facility hereby certifies that the above referenced facility currently does not have, but will have prior to placing the proposed project into operation, adequate reserve capacity to accept the flow from this project and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Department rules. Name of Treatment Plant Serving Project NORTH COUNTY REGIONAL WATER RECLAMATION FACILITY County Collier City Naples DEP permit number FL •. Expiration Date Maximum monthly average daily flow over the last 12 month . period MGD Maximum three -month average daily flow over the last 12•mpnth period MGD Current permitted capacity 16.0 MGD Current outstanding flow commitments (including this project) against treatment plant capacity: Month(s) used Month(s) used ❑ AADF ® MADF ❑ TMADF 3.174 MGD Signed Date Name Tom Chmelik, Director Title Public Utilities Planning & Project Mngrn , Director Address 3339 Tamiami Trail East, Suite 303 City Naples State Florida Zip 34112 Telephone 239 -252 -6213 Fax 239-,252-5379` ..' : '' Email tomchinelik @colliergov.net * Attach a letter of authorczation. ** If there is an intermediate collection system, a letter shall be att99*d certifying that the intermediate downstream collection system has adequate reserve capacity to accept the flow from this project. (4) Professional Engineer Registered in Florida 1, the undersigned professional engineer registered in Florida, certify that I am in responsible charge of the preparation and pr? ction of engineering documents for this project; that plans and specifications for this project have been completed; that I have expeNiis%l iii StiWgf wastewater coIlection/transmission systems; and that, to the best of my knowledge and belief, the engineering design � �t Ip�c� • npliF ,with the i s requirements of Chapter 62 -604, F.A.C, `� '� '�� Id S��E7�'•.. ,{�s O • • t�rred ry ,• ;� d rate , Name W. Terry Cole, P.E., Vice President Florida Re 'st:ration No. F •' a Company Name HOLE MONTES, INC. t eoe, c S g I n N�yP Address 950 Encore Way e �� ►t tom`` City Naples State Florida Zip 34110 Telephone 254 -2000 Fax 254 -2099 Email terrycole@hmeng.com n " DEP Form 62- 604.300(s)(e) Pave 10 (if 10 Mective November 4, 2003 Packet Page -316 - H:\ ZW7 120070181WPWTEaMITSWDEKWa r St0WX AppkWonRevised 150204.doc g 7/7/2015 9. F. BREAULT CONSTRUCTION, INC, 4110 Enterprise Avenue, Suite 214 Naples, Florida 34104 (239) 776 -7844 October 31, 2014 RE: BREAULT CONSTRUCTION, INC. TO WHOM IT MAY CONCERN: This letter is written authorization for W. Terry Cole, P.E., Vice President, Hole Montes, Inc., to act on behalf of Legacy Estates (as Agent) in all matters pertaining to permitting from Collier County, South Florida Water Management District, and the Florida Department of Environmental Protection on the Legacy Estates ( "Project "). Breault Construction, Inc. A Michigan Corporation By: Breault Isom es Operating Member and Authorized Signatory: By: Name and Title Date: f!l /1�f7 pC- ,j , c� d STATE OF t4 It 14 -16 A-^-� _ COUNTY OF W *W1 t- 4--C Before me personally appeared 1f'/ 41M %' 1 �-4— to. me well known and known to be the person described in and who executed the foregoing instrument, and actwowledged to and befbr =e me.that he a -tecuted said "instrument for the purposes therein expressed. WITNESS my hand and official sea( this // clay of A1eY49h1Z6-,-; 2014. pArnA OitAt�.N�1'" SEAL NOTARY PILoUC • STi�U OF MICH r-6N COtit�rE*mMarc Notary Public �. My Oommissien Expires Matah 1 E Acting In the 000ty at a State of My Commission Expires: IIAM71?0p70131tVI'1LD%AGE 'T LTR OI' AU•I'IIOIUZA7'IDNI%Logacy Fswtoa - Ltr. arAodtraixation H 103 t.tloc Packet Page -317- `"V%%IIiirIrrII MMVIORANDUM ° °° °BERRY• COQ TO: Legacy Estates HM File No. 2007.018 FROM: W. Terry Cole, P.E. DATE: Feb. 2, 2015 Re: Sanitary Sewer System Design Calculations Ter Co, e, -P.E. r� Ir�J47 z7da � �%g o ,FSS f O N A 0"',i� "11111111 7/7/2015 9. F. The proposed system will service the Legacy Estates development. The sewer will flow via gravity sewer into the existing manhole at the corner of Lakeland Ave. and Willowick Dr. in the Willoughby Acres subdivision. Pump station 133.02 on Lakeland Ave. serves this area. The additional flow from this project will add: 240 GPD /lot x 13 lots = 3,120 GPD/24 hrs /60 mill, x peak factor of 4 = 8.67 GPM This flow information is being sent to Collier County Utilities to review the capacity of the downstream sanitary system. The following design assumptions were made: I, Sewer flows were estimated based on the revised County sewer flow requirements.for the North Waste Water Treatment plant of 340 GPD (2 persons/SF house X l 70 'GPD /person) for Single family homes. 2. The Gravity Sewer system was sized using the Chezy — Manning formula. V = 1.49(rr)'I'gS where Hydraulic Radius (rb)= Area n .., , Wetted Perimeter n = Coefficient of Friction = 0.009 for PVC pipe S = Slope of gravity sewer = 0.004 for 8" Gravity Sewer For 8" gravity sewer pipe that is full, Area = •rrR2 = ir(4 "/12 ")2 = 0.349 tf For 8" gravity sewer pipe that is full, Wetted Perimeter = 2,rrR = 2•rr(4 "/12 ") = 2.09 ft Hydraulic Radius for a full pipe = 0.349 ft2 /2.09 ft = 0.167 ft Velocity for 8" gravity sewer that--is. full rT 1.490.167) 2 "40.004 = 3.175 ft/s > 2 ft/s .0.009 For 8" gravity sewer pipe that is '/2 fu ,Area = %2 irR2 =' /2 ,m (4 "/12 ")2 =0.1745 ftz For 8" gravity sewer pipe that is %2 ; :• Wetted P" erimeter = ( %z)2 -rrR = - rr(4 "/12 ") = 1.05ft Hydraulic Radius for a full pipe = 0.1745 01.05 ft = 0.166 ft Velocity for 8" gravity sewer that is %2 full = 1.49(0.166) 'N0.004 = 3.163 ft/s > 2 ft's 0.009 A 8" gravity sewer pipe at a slope equal to 0.4 percent has an approximate capacity of 350 Gallons per minute. It is calculated that the peak flow going into the gravity sewer system in Legacy Estates will be n approximately 8.7 Gallons per minute. This peak flow is approximately 3 percent of the capacity of an 8" gravity sewer pipe. H:1 200712007018 \WP1Sewerdesmemo150202,doe P. Packet Page -318- 7/7/2015 9.F. William G. Morris, lEsq, Admitted 111 FL, DC, vA Samantha A. ,Morris, Esq. Barbara M. Ballard, l sq. Of Counsel Constance M. Burke, Esq. J.D. Development i, LLC Attn: Jim Drescher 101 Terrace Drive Lake Geneva, WI 53147 Dear Jim: LAW oFF cEs WILUA.Ai G. 11')ioRRIs, RA, Marco Island 247 N. Collier Blvd„ Suite 202 Post Office Box 2056 Marco Island, FL 34146 -2056 (239) 642 -6020 Fax (238) 642 -0722 Email: wgm@wgmorrisiaw.com www,wgmorrislaw.com April 29, 2015 RE: J.D. Development I, LLC Legacy Estates I am a licensed Florida attorney under Florida Bar No. 321613. You have requested I provide an opinion of title with respect to real property situated in Collier County, Florida, more particularly described as: The South %of the Northeast 1/4 of the Southwest 114 of the Northeast 1/4, Section 24, Township 48 South, Range 22 East, Collier County, Florida. In connection with this opinion, I have examined title search report from Attorney's Title Fund Services, LLC, under Fund file number 179092 and the documents referenced therein, as provided by Attorneys' Title Fund Services, LLC, The title report reflects Public Records oftitle through April 13, 2015, which is also the effective date of this opinion. I have also reviewed the court file in the Collier County Florida Circuit case styled Elizabeth D. Nelson v. Board of County Commissioner Case No.: 05- 1817 -CA which involved a Petition for Certiorari Appeal of decision by the Collier County Board of County Commissioners approving final subdivision plat for Legacy Estates (which is the property adduced in this opinion). I express no opinion as to the enforceability or effect of any document not specifically included within the pertinent title search report, or court file. In rendering the opinions set forth in this letter, I have relied as to factual and other matters that affect our opinions solely on my examination of the pertinent title search report court file and have made no independent verification ofthe facts or other matters asserted to be true orcorrect in the documents described therein. My opinion is based upon applicable Florida State law and assumes bona fide execution and delivery of documents in the chain of title. Title to the pertinent property appears to be vested in J.D. Development I, LLC, a Wisconsin limited liability company by way of Special Warranty Deed from BreauIt Construction, Inc., recorded at O.R. Book 5130, Page 2578, Public Records of Collier County, Florida. Packet Page -319- n 7/7/2015 9. F. Title is good and marketable and is subject to the following matters: I . Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to April 13, 2015. 2. General or special taxes and assessments required to be paid in the year 2014 and subsequent years. 3. Rights or claims of parties in possession not recorded in the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance that would be disclosed by an inspection or an accurate and complete land survey of the Land and inspection of the Land. 5. Easements, or claims of easements, not recorded in the Public Records. 6. Any lien, or right to a lien, for services, labor, or material furnished, imposed by law and not recorded in the Public Records, 7. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the Lands insured hereunder, including submerged, filled and artificially exposed lands, and lands accreted to such lands. 8. Rights of the lessees under unrecorded leases. 9. Oil, gas, mineral, or other reservations as set forth in deed recorded in Deed Book 21, Page 267, Public Records of Collier County, Florida. No determination has been made as to the current record owner for the interest excepted herein. 10. Oil, gas, mineral, or other reservations as set forth in deed recorded in O.R. Book 4393, Page 2345, together with Affidavits recorded in O.R. Book 4415, Page 2629 and O.R. Book 4419, page 1279, Public Records of Collier County, Florida. No determination has been made as to the current record owner for the interest excepted herein. 11. Resolution No. 20I3 -183 recorded in O.R. Book 4965, Page 1660, Public Records of Collier County, Florida. 12. Order Dismissing Petition for Writ of Certiorari dated June 5, 2006, recorded at O.R. Book 4053, Page 2357, Public Records of Collier County. Florida. 13. Order Granting Petitioners Motion for Reconsideration and Vacation of Order Dismissing Petition for Writ of Certiorari Vacating Order Dismissing Petition for Writ of Certiorari and Directing Petitioners to File a Supplemental Appendix within 20 Days dated July 5, 2006, recorded at O.R. 4070, Page 0127, Public Records of Collier County, Florida. 14. Zoning, clarification and regulations of Collier County, Florida. 15. Access to this property appears to be per plat approval by Board of County Commissioners of Collier County, Florida to be via public portion of Lakeland Avenue and then on the thirty (30) foot easement for access on the eastern %s of Lakeland Avenue encompassed by the western thirty (30) feet of the property described herein. The opinions expressed in this letter are correct as of the date of the title repo I offer no opinion as to future status of title or other matters in connection with the property not spec' ally referenced herein. Packet Page -320- t: 7/7/2015 9. F. FDEP SUBMITTAL FORM FOR • o..� COLLIER COUNTY PUBLIC UTILITIES Date: February 4, 2015 r Project Name: Legacy Estates . Engineer's Project # 2007018 PL20140001803 SDP# SIP# SAD# ` FP# TRACKING# Section AlApplication for Water): N/A Project ties within the X North South Collier County System. This project is master metered: Yes ., X. No The Potable Water System on this project will be owned and maintained by: North County Regional Water Treatment•Pfant Is letter of authorization for permittee attached? . X Yes No N/A Section B: (Application for Wastewater): N/A The Wastewater Collection/Transmission System oh.this project will be owned and maintained by: North County Regional Water Reclamation Facility FDEP Permits will not be released until approval of the utilities has been granted as per Ordnance 2004 -31 Early release of FDEP permits will not be granted. without a written request supplied to Utility Review Submitted by: W. Terry Cole, P.E., Agent Make sure applications are signed and sealed by engineer Company: Hole Montes, Inc. Attach one set of Site Utility Master Plan Address: 950 Encore Way. Naples, Florida 34110 E -Mail Address terrycole @hmeng.com� Phone: 254 -2000 Submit Permit Applications to the following Pick -up Applications at the following address: address: Engineering Services ;, i Brett Rosenblum P.E. (BrettRosenblum @colliergov.net) Brett Rosenblum P.E. (BrettRosenblum @colliergov.net) - ...Engineering Services 2800 North Horseshoe Drive 2800 North Horseshoe Drive Naples, Florida 34104 Naples, Florida 34104 Packet Page -321- 7/7/2015 9. F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF FCOR a ' WATER MAIN EXTENSIONS FOR PWSs INSTRUCTIONS: This notice shall be completed and submitted by persons proposing to construct projects permitted under the "General Permit for Construction of Water Main Extensions for. Public Water Systems" in Rule 62- 555.405, F.A.C. AT LEAST 30 DAYS BEFORE BEGINNING CONSTRUCTION OF•A WATFR MAIN EXTENSION PROJECT, complete and submit one copy of this notice to the appropriate Department of Environmental Protr.Uior � (DEP) District Office or Approved County Health Department (ACRD) along with payment of the proper permit processing fee.. (When completed, Part II of this notice serves as the preliminary design report for a water main extension project, and thus, it is unnecessary to submit a separate preliminary design report or drawings, specifications, and design data with this notice.) All information provided in this notice shall be typed or printed in ink. The DEP permit processing fee for projects requiring the services of a professional• engineer during design is $650, and the DEP permit processing fee for projects not requiring the services of a professional engineer during design is $500.* Some ACHDs charge a county permit processing fee in addition to the DEP permit proeessing•fee. Checks for permit processing fees shall be made payable to the Department of Environmental Protection or the appropriate ACHD. NOTE THAT A SEPARATE NOTIFICATION AND A SEPARATE PERMIT PROCESSING FEE ARE REQUIRED FOR EACH NON - CONTIGUOUS PROJECT.t " Except as noted in paragraphs 62- 555.520(3)(a) and (b), F,4. C, projects shall be designed under the responsible charge of one or more professional engineers licensed in Florida. t Non - contiguous projects are projects that are neither interconnected nor located nearby one another (I.e., on the same site, on adjacent streets, or in the same neighborhood). A. Name of Project: Legacy Estates B. Description of Project and Its Purpose: This project will �cou'sist of 13. single family homes. The extension of water distribution mains to serve 13 single family lots. 45' of 8" PVC CL200 water main and 535' of 8" PVC CL150 water main will be constructed. C. Location of Project ) ' 1. County Where Project Located: Collier 2. Description of Project Location: S24 T48, R25i3 P MEL 57'- D. Estimate of Cost to Construct Project: $45,000,00 E. Estimate of Dates for Starting and Completing Construction of Project: May 2015 -November 2015 F. Permittee PWS/Company Name: Breault Constructio Inc.. - ' ?+ ` PWS Identification No.:* 5114069 PWS T e :* 0 Community Non - Transient Non - Community Transient Non - Community_ Consecutive Contact Person: W. Terry Cole P.E. ,!'' �'' ..( ; : Contact Person's Title: Agent Contact Person's Mailing Address: Hole Montes .Inc., 950encbre Way Contact Person's Title: Dir, Public Utilities & Pl . City: Naples State: Florida Zip Code: 34110 Contact Person's Telephone Number: 239 254 -2000: Contact Person's Fax Number: 239 254 -2099 Contact Person's E -Mail Address: to cole hmen .com Contact Person's Fax Number: 234 252 -5378 * This information is required only if the permittee is a public tivater system (PWS). G. Public Water System (PWS) Supplying Water to Project PWS Name: North County Regional Water Reclamation Facility PWS Identification No.: 5114069 PWS Type: Community Non - Transient Non-Community Transient Non-Community Consecutive PWS Owner: Collier Coup Public Utilities Division Contact Person: Tom Chmeli Contact Person's Title: Dir, Public Utilities & Pl . Contact Person's Mailing Address: 3339 Tamiami Trail East Suite 303 City: Na les ' .' t ". State: Florida Zip Code: 34112 Contact Person's Telephone Number: 239 252 -6213 _;'" ' Contact Person's Fax Number: 234 252 -5378 Contact Person's E -Mail Address: tomchmelik collier ov.het DEP Form 62- 555.900(7yytemete Page I Effective August 28. 2003 Packet Page -322- 7/7/2015 9. F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs ^ Proiect Name' Legacy Estates I Permittee: Breauit Construction, Inc.. H. Public Water Svstem (PWS) that Will Own Proiect-Aftei It Is.PIl ced into Permanent Operation PWS Name,, Collier County Public Utilities Division PWS Identification No.:* 5114069 PWS Type:* Community Non - Transient Nori- Community Transient Non-Community Consecutive PWS Owner: Collier County Public Utilities City, Naples Contact Person: Tom Chmelik Contact Person's Title: Dir. Public Utilities & Pl . Contact Person's Mailing Address: 3339 Tamiami Trail East Suite 303 E -Mail Address(es) of Designer(s): terrycole@hmeng.cght' ' City: Naples I State: Florida Zip Code: 34112 Contact Person's Telephone Number; 239 252 -6213 Contact Person's Fax Number: 239 252 -5378 Contact Person's E -Mail Address: tomehmeli collier ov;net * This information is required only if the owner7operat6r is an existing PWS. Professinnal Fngineer(s) or Other Person(s) in Resnonsible Chard6 -of Desit?nins Proiect* Company Name: Hole Montes Inc. Designer(s): W. Terry Cole _ Title(s) of Designer(s): P.E., Vice President Qualifications of Designer(s): ® Professional Engineer(s) Licensed in Florida — License Number(s): 42347 ❑ Public Officer(s) Employed by State, County, Municipal, or Other Governmental Unit-6f State ❑ Plumbing Contractor(s) Licensed in Florida — License Number(s):^ Mailing Address ofDesigner(s): 950 Encore Way City, Naples State: Florida Zip Code: 34110 Telephone Number of Designer(s): 239 254 -2000 Fax Number of Designer(s): 239 254 -2099 E -Mail Address(es) of Designer(s): terrycole@hmeng.cght' ' * Except as noted in paragraphs 62- 555 .520(3 )(a ). and jGJ,• 14C., projects shall be designed under the responsible charge of one or more professional engineers licensed in Florida. - t Attach a detailed construction cost estimate showing thaijhe cost to construct thisproject is $10,000 or less. ^ Attach documentation showing that this project will be installed by the plumbing contractor(s) designing this project, documentation shatving that this project involves a public water system serving a single property and fewer than 250 fixture units, and a detailed construction cost estimate showing that the cost to construct this project is $50, 000 or less. Design i IL Preliminary A, Service Area, Water Use, and Service Pressure Information 1, Design Type and Number of Service Connections,.arid Average Daily Water Demands and Maximum -Day Water Demands, in the. Fntire. Area to Re Served by the Water Mains B6nk`Cdnstructed.Under this Proiect: a, Description of Commercial, Institutional, or Industrial Facilities and Explanation of Method(s) Used to Estimate Average Daily Water Demand for These Facilities: N/A b. Explanation of Peaking Factor(s) or Method(s) Used to'Estimate Maximum -Day Water Demand: Estimated maximum day = avR daily demand x 15 (4 420•GPD x 1 5'= 6,630 GPD) DEP Form 62- 665.800(7)Ntemate ;_ !�; • y '- � `$ ge;2. ; ' Effective August 26, 2003 ` Packet Page -323- . ,l• 4:. , .. ;D = Total Average . C = Average Daily Dally Water Demand.`, Water,Deinand Per gpd (Columns BxC far_ B =TotetMaximum- B Number,gf Serytce ;., Service Connection, Residential Service Day Water Demandb, A= Type ' ofServimconnection gpd Connections gpd Single-Family Home 13 340 4,420 6,630 Mobile Home x 0 Apartment 0 Commercial, Institutional, or Industrial Facility' Tatal %1 4-410 6 630 a, Description of Commercial, Institutional, or Industrial Facilities and Explanation of Method(s) Used to Estimate Average Daily Water Demand for These Facilities: N/A b. Explanation of Peaking Factor(s) or Method(s) Used to'Estimate Maximum -Day Water Demand: Estimated maximum day = avR daily demand x 15 (4 420•GPD x 1 5'= 6,630 GPD) DEP Form 62- 665.800(7)Ntemate ;_ !�; • y '- � `$ ge;2. ; ' Effective August 26, 2003 ` Packet Page -323- . ,l• 4:. , 7/7/2015 9.F. NOTICE OF INTENT TO USE THE GENERAL-'PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Proi cot Name: Legacy Estates I Pe mittee: Breault Construction, Inc.. 2. Explanation of Peaking Factor(s) or Method(s) Used to Estimate Design Peak -Hour Water Demand 'and, for Small Water Systems that Use Hydropneumatic Tanks or that Are Not Designed to Provide Fire Protecdon, Peak Instantaneous Water Demand: Peaking factor of 4.0 x avg. daily flow /24 hours , 3. Design Fire -Flow Rate and Duration: 1,000 GPM fof '114 . 4. Design Service Pressure Range: 40-70 psi B. Project Site Information 1. ATTACH A SITE PLAN OR SKETCH SHOWING THE SIZE AND APPROXIMATE LOCATION OF NEW OR ALTERED WATER MAINS, SHOWING THE APPROXIMATE LOCATION OF HYDRANTS, VALVES, METERS, AND BLOW - OFFS IN SAID MAINS, AND SHOWING HOW SAID MAINS CONNECT TO THE PUBLIC WATER SYSTEM SUPPLYING WATER FOR THE PROJECT.. 2. Description of Any Areas Where New or Alteigd Water'Ivlpins Will Cross Above or Under Surface Water or Be Located in Soil that Is Known to Be Aggressive: N/A C. Information About Compliance with Design and Construction Requirements 1. If this project is being designed to comply with the following requirements, initial in ink before the.requirements. If any of the following requirements do not apply to this project or if this project includes exceptions to any -of the following requirements as ^, allowed by rule, mark "X" before the requirements and complete Part II.C.2 below. RSWW = Recommended Standards for Water Works as incorporated into Rule 62- 555.330, F.A.C. WIC a. This project is being designed to keep existing water mains and service lines in operation during construction or to minimize interruption of water service during construction. [RSWW 1,3.a; exceptions allowed under FAC 62- / 555.330] GL; WTC b. All pipe, pipe fittings, pipe joint packing.and jointing materials, valves, fire hydrants, and meters installed under this project will conform to appliltt American Water Works Association (AWWA) standards. [FAC 62- 555.320(21)(b), RSWW 8.0, and AWWA standkrds as incorporated into FAC 62- 555.330; exceptions allowed under FAC 62- 1 555.320(21 xc)] WTC c. All public water system eompor eats,' excluding fire hydrants, that will be installed under this project and that will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule 62- 555.335, F.A.C., or other applicable, standards, regulations, or requirements referenced in paragraph 62- �, 555.320(3)(b), F.A.C. [FAC 62- 555.320(3)(b); exceptions allowed under FAC 62- 555.320(3)(d)] WTC d. All pipe and pipe fittings installed under this project will contain no more than 8.0% lead, and any solder or j� flux used in this project will contain nc more than 0.2% lead. [FAC 62- 555.322] WTC e, All pipe and pipe fittings installed under .this project will be color coded or marked in accordance with subparagraph 62- 555.320(21)(b)3, F.A.C., using.blue as a predominant color. (Underground plastic pipe will be solid -wall blue pipe, will have a co- extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe will have blue stripes applied to the pipe wall: Pip4.96ped,duiring manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located: at no greater than 90 -degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint will be applied in a continuous line that runs parallel .to. the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diAmeter* f 24 inches or greater, tape or paint will be applied in continuous tines along each side of the pipe as well as along the top of the pipe. Aboveground pipe will be painted blue or will be color coded or marked like underground pipe.) [FAC 62- 555.320(21)(b)3] WTC f. All new or altered water mains included in this project are sized after a hydraulic analysis based on flow demands and pressure requirements. ATTACH A HYDRAULIC ANALYSIS JUSTIFYING THE SIZE OF ANY NEW OR ALTERED WATE ;JvIAIN,S WITH AN INSIDE DIAMETER OF LESS THAN THREE :. INCHES. [FAC 62-555.320(21)0})' d FP DEP Form 82- 555.900t7yUtemate : ,Page' 3 EtfeclNe August 28, 2003 ' Packet Page -324- 7/7/2015 9. F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs - WTC WTC II ce WTC 1041- WTC WTC WTC WTC f? WTC X WTC I' WTC WTC WTC f.f WTC X g. The inside diameter of new or. altered WAter mains that are included in this project and that are being designed to provide fire protection and serve're hydrants will be at least six inches. [FAC 62- 555.320(21)(6) and RSWW 8.1.2] h. New or altered water mains that are included "in this project and that are not being designed to carry fire flows do not have fire hydrants connected to them. [FAC 62- 555.320(21)(b) and RSWW 8.1.5] i. This project is being designed to minimize dead- end'water mains by making appropriate tie -ins where practical. [FAC 62- 555.320(21)(b) and RSIVW'8.1.6.a] j. New or altered dead -end water mains included in this project will be provided with a fire or flushing hydrant or blow -off for flushing purposes. [FAC 62- 555.320(21)(b) and RSWW 8.1.6.6] L Sufficient valves will be provided on new or altered water mains included in.this project so that inconvenience and sanitary hazards will be minimized during repairs. (FAC 62- 555.320(21)(b) and RSWW 8.21 1. New or altered fire hydrant leads included in this'project will have an inside diameter of at least six inches and will include an auxiliary valve. [FAC 62- 555.320(21)(b) and RSWW 83.31 m. All fire hydrants that will be installed under this project and that will have unplugged, underground drains will be located at least three feet from any -6 fisting or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under.'Part l]I of Chapter 62 -610, F.A.C., or vacuum -type sanitary sewer, at least six feet from any existing or proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62 -10, F.A.C.; and at least ten feet from any existing or proposed ''on-:;ite, sewage treatment and disposal system." [FAC 62- 555.314(4)1 n. At high points where air can accumulate in new or altered water mains included in this project, provisions will be made to remove the air by means of air relief valves, and automatic air relief valves will not be used in situations where flooding of the valve manhole or chamber may occur. [FAC 62- 555.320(21)(b) and RSWW 8.4.11 o. The open end of the air relief pipe from all automatic air relief valves installed under this project will be extended to at least one foot above grade and will be provided with a screened, downward - facing elbow. [FAC 62- 555.320(21)(b) and RSWW 8.4.2J p. New or altered chambers, pits, t)r rnanhbles that contain valves, blow -offs, meters, or other such water distribution system appurtenances and that�ares]nc[tided in this project will not be connected directly to any sanitary or storm sewer, and-blow-offs b'r air relief valves installed under this project will not be connected directly to any sanitary or storm sewer. '[FAC 62- 555320(21)(b) and RSWLY 8.4.3] q. New or altered water mains included`.iri this.project will be installed in accordance with applicable AWWA standards or in accordance with manufacturers' recommended procedures. [FAC 62- 555.320(21)(b), RSWW 8.5.1, and AWWA standards as incorporated into FAC 62- 555.330] r. A continuous and uniform bedding will be provided in trenches for underground pipe installed under this project; backtill material will be tamped in layers around underground pipe installed under this project and to a sufficient height above the pipe to adequately support and protect the pipe; and unsuitably sized stones (as described in applicable AWWA standards or manufacturers' recommended installation procedures) found in trenches will be removed for a depth of at least six inches below the bottom of underground pipe installed under this project. [FAC 62- 555.320(21.#), RSWW 8.5,2] s. All water main tees, bends, plugs, and _ hydrants installed under this project will be provided with thrust blocks or restrained joints to prevent moveirent. • [ffAC 62- 555,320(21)(b) and RSWW 8.5.4] t. New or altered water mains- that- ardjnclud6Ain this project and that will be constructed of asbestos- cement or polyvinyl chloride pipe will be.pressure'and leakage tested in accordance with AWWA Standard C603 or C605, respectively, as incorporat9d,intb Rule b2- 555.330, F.A.C., and all other new or altered water mains included in this project will be pressure and leakage tested in accordance with AWWA Standard C600 as incorporated into Rule 62- 555.330, [FAC 62- 555.320(21)(b)l and AWWA standards as incorporated into FAC 62- 555.330] u. New or altered water mains, including fire hydrant leads and including service lines that will be under the control of a public water system and that have an inside diameter of three inches or greater, will be disinfected and bacteriologically evaluated in accordance with Rule 62- 555.340, F.A.C. [FAC 62- 555.320(21)(b)2 and FAC 62- 5553401 v. New or altered water mains that arg4rfglpded in this project and that will be installed in areas where there are known aggressive soil conditigns will be protected-.through use of corrosion - resistant water main materials, through encasement of the water mains:in polyethylene, or through provision of cathodic protection. [FAC 62- 555.320(21)(b) and RSWW 8.5.7.d] DEP Form 62555.900(7)Altemete Page 4 Effective August 28, 2003 Packet Page -325- .,. .;, ; n 7/7/2015 9. F. NOTICE OF INTENT TO USE THE GENERA4.PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs U.rreer•4?�T..r.o• ? _.r •. U.,....::�c...,. �.- e....lf ('�......F..,..f:..., T« WTC w. New or relocated, underground watdr mains included in this project will be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum - type sanitary sewer, storm sewer, stormwater• force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62 -610, F.A.C.; a horizontal distance of at least six feet between the outside of the X W T C ^. X X X WTC water main and the outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity- type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six• feet between the outside of the water main and the outside of any existing or proposed pressure -type sanitdry'semWl*v "teWater force main, or pipeline conveying reclaimed water not regulated under Part M of Chapter 62 -610, FA.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts ' any existing or proposed "on -site sewage treatment and disposal system." [FAC 62- 555.314(1); exceptions a1lotLetrtlnder FAC 62- 555.314(5)] x, New or relocated, underground water inains'that ,are included in this project and that will cross any existing or proposed gravity- or vacuum -type sanitary sewar'Dr storm sewer will be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure - type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water will be laid so the outside of the water main is at least 12 inches above or below the other pipeline, [FAC 62- 555.314(2); exceptions allowed under FAC 62- 555.314(5)] y. At the utility crossings described in Part II.C, l .w above; one full length of water main pipe will be centered above or below the other pipeline so.the,water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all:, &rifer main joints are at least three feet from all joints in vacuum -type sanitary sewers, stonn sewers, storm'wi• force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62 -610, F.A.C:, and at�leasi six feet from all joints in gravity- or pressure -type sanitary sewers, wastewater force mains, or. pipelines conveying reclaimed water not regulated under Part III of Chapter 62 -610, F.A.C. [FAC 62- 555.314(2); exceptions allowed under FAC 62- 555.314(5)] z, New or altered water mains that are •included in this project and that will cross above surface water will be adequately supported and anchored, protected from damage and freezing, and accessible for repair or replacement, [FAC 62- 555.320(21x6) and RSWW 8.7.1] aa. New or altered water mains that are included in this project and that will cross under surface water will have a minimum cover of two feet. [FAC 62- 555.32D(21)(b) and RSWW 8.7.2] bb, New or altered water mains that arednoluded in this project and that will cross under surface water courses greater than 15 feet in widthwill hauellei)Sble,bt restrained, watertight pipe joints and will include valves at both ends of the water crossindso the under` - 'water main can be isolated for testing and repair; the aforementioned isolation valves will be easily'accessible and will not be subject to flooding; the isolation valve closest to the water supply source wi1Pb6 in a manhole; and permanent taps will be provided on each side of the isolation valve within the manhole w'allow for insertion of a small meter to determine leakage from the underwater main and to allow for sampling of-water from the underwater main. (FAC 62- 555.320(21)(b) and RSWW 8.7,2] cc. This project is being designed to include proper backflow protection at those nevy pr altered servk6 connections where backflow protection is required or recommended under Rule 62- 555.360, F.A.C., or in Recommended Practice for Backflow Prevention and Cross - Connection Control, AWWA Manual M14, as incorporated into Rule 62- 555.330, F.A.C.; or the public water system that will own this project after it is placed into operation has a cross - connection control program requiring water customers to install proper backflow protection at those service copheetions.where backflow protection is required or recommended under Rule 62- 555.360, F.A.C., or in AW' ,74- Manual -,M14. (FAC 62- 555.360 and AWWA Manual M14 as incorporated into FAC 62- 555.3301 L.. ,z;,_;, .• - dd. Neither steam condensate, cooling vtratez•from engine jackets, nor water used in conjunction with beat exchangers will be returned to.the nqw or altered water mains included in this project, [FAC 62- 555,320(21)(b) and RSWW 8.8.21 DEP Fofm 02- 555.900(7)Altenutle EffedW August 28, 2003 - Page 5 . PacketPage -326- 7/7/2015 9. F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs ^ I ProiectName: Legacy Estates I Permittee: Breault Construction, Inc.. _ 1 2. Explanation for Requirements Marked "X" in Part II.C.1 Above, Including Justification, Documentation, Assurances, and/or Alternatives as Required by Rule for Exceptions to Requirements in Part II.C.1: p. -No chambers, pits or manholes for water system; v. - no known aggressive soils; x. - Based on previous .construction, it appears that the 8" water main at STA3+58 is approximately 6" below the existing storm drain crossing. The Contractor will be directed to uncover this conflict crossing to .1..L ........: .... iL......... a:- .......- X1:,. «. _-.1 UM12b --A 11..110« ..411 1— ..nt;f;.A to A.+. ;—;f a"w artinn iv np..P.fiP./i• 7 RA hh - No surface water crossing; dd. - No steam, cooling vgatg,or heat exchangers proposea. I completed Part U of this notice, and the information provided. in Part II' and on the attachment(s) to Part H is true and accurate to the hart of my knnivlaAap aTli hrhaf i :VA •' Signature, Seal, and Date of Professional Engineer .E) 0,r-.,-, . Signature and Date of Other Person in Responsible T (Phiug:f Designing Project:* C OL E'��s�, Q� d W = W Printed/T' e Arne: W."Terry License Number of PE or. I ic6;pse I �? or Title of Other Person in Responsible Chargepf -1 toing Project:* 42347 ` %11151 \1 Portion of Preliminary Design Report for Which Responsible: - Entire Signature, Seal, and Date of Professional Engineer (PE) or 'Signature and Date of Other Person in Responsible Charge of Designing Project:* Printed/T ed Name: License Number of PE or- License Number or Title of Other Person in Responsible Charge of Designing - Project:* Portion of Preliminary Design Report for Which Responsible: * Except as noted in paragraphs 62- 55S.520(3)(a) and (b),•,:AIC„ projects shall be designed under the responsible charge q/ one or more PEs licensed in Florida. If this project is being derigpod.under• the responsible charge of one or more PEs licensed in Florida, Part II of this notice shall be completed, -siynedg- .iealedt :and dated by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one,,-o')--moire 1'LS•licensed in Florida, Part H shall be completed signed, and dated by the persons) in responsible charge of designing this project.' oEP Farm e2- 655.900MAnem"ie Page 6 Effective August 28, 2003 Packet Page -327- 7/7/2015 9.F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Project Name: Leacy Estates I Permittee: Breault Constriction Inc.. A. Certification by Permittee I am duly authorized to sign this notice on behalf of the permittee identified in Part I.F of this notice. I certify that, to the best of my knowledge and belief, this project complies with Chapter' 62 -555, F.A.C. I also certify that construction of this project has not begun yet and that, to the best of my knowledge and belief; this project does not include any of the following construction work: • construction of water mains conveying raw or partially &eated•drinking water; • construction of drinking water treatment, pumping, or storage facilities or conflict manholes; _ • construction of water mains in areas contaminated by low - molecular- weight petroleum products or. organic solvents; • construction of an interconnection between previously separate public water systems or constnrction of water mains that create a "new system" as described under subsection 62- 555.525(1), F.A.C.; or • construction of water mains that will remain dry following completion of construction. (A specific construction permit is required for each project involving any of the above listed construction work.) :.r I understand that, if this project is designed under the resparfsible •charge of one or more professional engineers (PEs) licensed in Florida, the permittee must retain a Florida - licensed: PE•to take zespongible charge of inspecting construction of this project for the purpose of determining in general if the construction'proceedsih compliance with the Department of Environmental Protection construction permit, including the approved preliminary design report, for this project. I understand that the permittee must have complete record drawings prepared for this project. I also understand that the permittee must submit a certification of construction completion to the Department and obtain written approval; or clearance, from the Department before the permittee places this project into operation for any purpose other than disinfection or testing for leaks. L�. • ? �(� /y W. Terry Cole, P.E. Agent Signature an Date Printed or Typed Name Title B. Certification by PWS Supplying Water to Project.: r':, ,': • . I am duly authorized to sign this notice on behalf of the PWS identified in Part I.G of this notice. I certify that said PWS will supply the water necessary to meet the design water demands for this project. As indicated below, the water treatment plant(s) to which this project will be connected has(have) the capacity- necessary to meet the design water demands for this project, and I certify that all other PWS components affected by this p6ject also,bave the capacity necessary to meet the design water demands for this project, I certify that said PWS is in compliance with applicable planning requirements in Rule 62- 555.348, F.A.C.; applicable cross - connection control requirements in Rule 62- 555.360, F.A.C.; and to the best of my knowledge and belief, all other applicable rules in Chapters 62 -550, 62 -555, and 62 -694, F.A.C.; furthermore, I certify that, to the best•of.my knowledge and belief, said PWS's connection to this project will not cause said PWS to be in noncompliance with Chapter 62 -550 or 62 -555, F.A.C. I also certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers the conncetion(s) between this project and said PWS acceptable as designed. Name(s) of Water Treatment Plant(s) to Which this Project Will Be Connected: North County Regional Water Reclamation • Total Permitted Maximum Day Operating Capacity of Plant(s), gpd: • Total Maximum Day Flow at Plant(s) as Recorded on Monthly Operating Reports During Past 12 Months, gpd: Signature and Date Tom Chmelik Printed or Typed Name C. Certification by PWS that Will Own Project After It Is Placed into Permanent Operation Dir. Public Utilities & Pig. Title I am duly authorized to sign this notice on behalf of the PWS identified in Part I.H of this notice. I certify that said PWS will own this project after it is placed into permanent operation. IpAIW Certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers this project acceptable as designed. Tgrii'Clirnelik Dir. Public Utilities & Plg. Signature and Date Printed bt Typed Name Title DEP Form 62- 555.900(7)Atlernate Page EtfecWe August 20, 2003 Packet Page -328- 7/7/2015 9.F. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS. FOR PWSs 1 Prniect Nnmer T.evary Rctntes - I. Permittee' Breault Construction. Inc.. 1 D. Certification by Professional Engineer(s) in Responsible�Charge of Designing Project* I, the undersigned professional engineer licensed in Florida, am in responsible charge of designing this project. I certify that, to the best of my knowledge and belief, the design of this project complies with Chapter 62 -555, F.A.C. I also certify that, to the best of my knowledge and belief, this project is not being designed to include any of the following construction work: • construction of water mains conveying raw or partially treated drinking water; • construction of drinking water treatment, pumping, or storage facilities or conflict manholes; • construction of water mains in areas contaminated by ]sew- molecular- weight petroleum products or organic solvents; • construction of an interconnection between pieviously'sbparate public water systems or construction of water mains that create a "new system" as described under subsection 62- 555.525(1), F.A.C.; or • construction of water mains that will remain dry following completion of construction. (A snecific construction hermit is reauired for each proiect involvin any of the above listed construction work, Signature, Seal, and Date: Printed/T ed Name: License Number: Portion of Preliminary Design Report for Which Responsible: Signature, Seal, and Date: % CRY AGE N 5 F '• �� ;:t.. • %No Printed/ d N Y%eT CS E. Licens er: 2347 Portion i R for Which Responsible: Entire S I P eye * Except as noQf 41tl,p&ngl• hs 62- 555.520(3) (a) and (b), F.A. C., projects shall be designed under the responsible charge o,1 one or more professional engineers (PEs) licensed in Florida, If this project is being designed under the responsible charge of one or more PEs licensed in Florida, Part III.D of this notidi ;;shall be completed by the PE(s) in responsible charge. If this project is not being designed under the responsible c4 4e of one or more',PE.s licensed in Florida, Part 111.D does not have to be completed. t. OEP Form 62- 555.900(7)Alternate Page 8 EffecOve August 28,20W Packet Page -329- 7/7/2015 9. F. BR.EAULT CONSTRUCTION, INC. 4110 Enterprise Avenue, Suite 214 Naples, Florida 34104 (239) 776 -7844 October 31, 2014 RE: BR.EAULT CONSTRUCTION, INC. TO WHOM IT MAY CONCERN: This letter is written authorization for W. Terry Cole, P.E., Vice President, Hole Montes, Inc., to act on behalf of Legacy Estates (its Agent) in all matters pertaining to permitting from Collier County, South Florida. Water Management District, and the Florida Department of Environmental Protection on the Legacy Estates ( "Project "). Breault Construction, Inc. A Michigan Corporation By: Breault Homes Operating Member and Authorized Signatory: / By: Name and Title Date: STATE OF M tG 14-14-4-e-) COUNTY OF C/-<-, - Before me. personally appeared 71" 7 '¢` to. we well known and known to be the person described in .and ,who" executed the foregoing instrument, and aelmowledged to and before me:that he executed said'instrument for the purposes therein expressed. WITNESS my hand and official seal this // day of /( %dW11n4e-t-; 2014. SEAL PATnA. OHM t4 5i1W NOTARyPUBLt0•S7ATE OF MlC ite: COUNTY fat= i Matc+ t,�ygdlnrntssson Explrea Mi9 blic Notary Pu pJft in she Ca+snty _6 State of .My Commission Expires: 11:�200712007019k%N- *FIUnAOthT LTR OF AUT1 OMATIOMcgacy F.slatcs - Ur. ofAndtarizadon 141031.doe Packet Page -330- TO: FROM: DATE: RE: MEMORANDUM Legacy Estates HM File No. 2007.018 W. Terry Cole, P.E. Feb. 2, 2015 % 011,►1111,1,f1� GOLF �� .moo a F r ' !�LL'��` W. Terr/CoTE, P.b�-, #425 s�rs�0 I�SS 1�O tNP` WATER MAIN DISTRIBUTION SYSTEM DESIGN CALCULATIONS 7/7/2015 9. F. This design memorandum was prepared for the water main system hydraulic calculations for the referenced project. The system was analyzed based on receiving water from one (1) connection fi om the Collier County Utilities water distribution system. The connection is at the 8" water main located along Lakeland Ave. A fire flow test (attached) was obtained at a point on Lakeland Ave. at the dead end of the system north of the project. Source pressures of 50 and 40 psi at the point of interconnection were used for design purposes. This potable water distribution system was hydraulically modeled for design use in the Kentucky Pipe computer program. The program performs an analysis of the system by distributing flow through a network of pipes and demand nodes as shown on the attached calculations. A schematic of the system used to develop the computer input data is attached. The development network was designed using the following demand assumptions: Average Daily Single- Family Homes: 340 GPD/Unit Maximum Daily = 1.5 x Average Daily Peak Hour = 4.0 x Average Daily Refer to attached tables for flow projections for the project. The Water system is designed to provide a minimum pressure of 20 psi at all nodes with an NFPA fire flow under maximum daily flow conditions. Fire flow demand conditions were imposed at the end node within the system with the results represented on Table 1 and 2. Packet Page -331 - H:12007120070181WP1Water Main_Distribtuion Design CaIGwAtLV�41_1JUt c.wc 7/7/2015 9.F. LEGACY ESTATES WATER DISTRIBUTION NODAL DEMANDS 2/2/15 GPD = 340 GPM = 0.236 NODE DEMAND 1 7 LOTS x 0.2361 1.65 2 6 LOTS x 0.2361 1.42 H:12007120070181SS1Nodaf Demands 150202.xls Packet Page -332- 7/7/2015 9.F. TABLE 1— PERMANENT CONDITION RESULTS OF KYPIPE ANALYSIS FOR LEGACY ESTATES (KYPIPE CALCULATIONS ATTACHED) PRESSURE = 40 PSI - 2/02/15 MINIMUM PRESSURE 1: • . U 1►Ih /l LI ' i ' fit' ♦ • • Notes 1. The system is designed so that a minimum pressure of 20 psi is achieved at all nodes afire flow of 1000 gpm (per Collier County). H:\2007\2007018\WP\WATER (40psi) 1502C Packet Page -333- DATE = 02 -03 -2015 JQ, NAME = 7/7/2015 9.F. PAGE NO. 1 * * * * * * * * * * K Y P I P E 2 * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * Distribution of Pressure and Flows in Piping Networks * 1000 PIPE VERSION - 1.01 (06/05/92) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE: 2/ 3/2015 TIME: 9:33:26 INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6ul \LEGACY40.DAT TABULATED OUTPUT FILENAME -- - - - - -- C: \kypipe2 \6ul \LEGACY40.OUT POSTPROCESSOR RESULTS FILENAME - -- C: \kypipe2 \6u1 \LEGACY40.RE5 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O R I G I N A L D A T A ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** N I T S S P E C I F I E D FLOWRATE ............ = gallons /minute HEAD (HGL) .......... = feet PRESSURE ............ = psig P I P E L I N E D A T A STATUS CODE: XX - CLOSED PIPE FG - -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS FGN -HGL NUMBER #1 #2 (ft) (in) COEFF. COEFF. (ft) ------------------------------------------------------------------------------- 1-FG 0 1 290.0 8.0 120.00 .00 102.40 2 1 2 290.0 8.0 120.00 .00 J U N C T I O N N 0 D E D A T A JUNCTION JUNCTION EXTERNAL JUNCTION Packet Page -334- SATE = 02 -03 -2015 JOB NAME = 7/7/2015 9.F. PAGE NO. 2 NUMBER TITLE DEMAND ELEVATION CONNECTING PIPES (gpm) (ft) ------------------------------------------------------------------------------ 1 1.65 10.00 1 2 2 1.42 10.00 2 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 1 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) AVERAGE DAILY FLOW P I P E L I N E STATUS CODE: XX CV PIPE NOD: NUMBER #1 R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP ##2 LOSS HEAD (5Pm) (ft) (ft) Packet Page -335- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELD. 1000 (ft) (ft /s) (ft/ft)^ S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES ...................(P) = 2 NUMBER OF JUNCTION NODES ..........(j) = 2 NUMBER OF PRIMARY LOOPS ...........(1) = 0 NUMBER OF FIXED GRADE NODES .......(f) = 1 NUMBER OF SUPPLY ZONES ............(z) = 1 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) AVERAGE DAILY FLOW P I P E L I N E STATUS CODE: XX CV PIPE NOD: NUMBER #1 R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP ##2 LOSS HEAD (5Pm) (ft) (ft) Packet Page -335- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELD. 1000 (ft) (ft /s) (ft/ft)^ DATE = 02 -03 -2015 J� NAME = 7/7/2015 91. PAGE NO. 3 ------------------------------------------------------------------------------- 1 -FG 0 1 3.07 .00 .00 .00 .02 .00 2 1 2 1.42 .00 .00 .00 .01 .00 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 1.65 102.40 10.00 92.40 40.04 2 1.42 102.40 10.00 92.40 40.04 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 40.04 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 40.04 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (9pm) -------------------- 1 3.07 NET SYSTEM INFLOW = 3.07 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 3.07 D A T A C H A N G E S F O R N E X T S I M U L A T I O N Packet Page -336- DATE = 02 -03 -2015 JOB NAME = D E M A N D DEMAND TYPE = 1 - C H A N G E S GDF = 1.500 S I M U L A T I O N R E S U L T S 7/7/2015 9.F. PAGE NO. 4 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 1 ,'S I M U L A T I 0 N D E S C R I P T I O N (L A B E L) max. daily flow P I P E L I N E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE HEAD PRESSURE CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER ##1 #2 LOSS HEAD LOSS VELO. 1000 ------------------------------------------------------------------------------- (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) 1-FG 0 1 4.61 .00 .00 .00 .03 .00 2 1 2 2.13 .00 .00 .00 .01 .00 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE ------------------------------------------------------------------------------ (gpm) (ft) (ft) (ft) (psi) 1 2.47 102.40 10.00 92.40 40.04 2 2.13 102.40 10.00 92.40 40.04 M A X I M U M A N D M I N I M U M V A L U E S Packet Page -337- nATE = 02 -03 -2015 4Q� NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 40.04 7/7/2015 9.F. PAGE NO. 5 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 40.04 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ''( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -} OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm) -------------------- 1 4.61 NET SYSTEM INFLOW = 4.61 T SYSTEM OUTFLOW = .00 SYSTEM DEMAND = 4.60 D A T A C H A N G E S F O R N E X T S I M U L A T I O N D E M A N D C H A N G E S DEMAND TYPE = 1 - GDF = 4.000 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) peak hourly flow Packet Page -338- DATE = 02 -03 -2015 JOB NAME = 7/7/2015 9.F. PAGE NO. 6 P I P E L I N E R E S U L T S STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) ------------------------------------------------------------------------------- 1-FG 0 1 12.28 .00 .00 .00 .08 .01 2 1 2 5.68 .00 .00 .00 .04 .00 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 6.60 102.40 10.00 92.40 40.04 2 5.68 102.40 10.00 92.40 40.04 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) 1 40.04 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 40.04 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER ( gpm) -------------- - - - - -- Packet Page -339- DATE = 02 -03 -2015 J B` NAME = 1 12.28 NET SYSTEM INFLOW = 12.28 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 12.28 7/7/2015 9.F. PAGE NO. 7 D A T A C H A N G E S F O R N E X T S I M U L A T I O N D E M A N D C H A N G E S 'DEMAND TYPE = 1 - GDF = 1.500 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION DEMAND NUMBER (gpm) ---------------------- 2 1000.00 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 `S I M U L A T I O N D E S C R I P T I O N (L A B E L) fire at node 2 P I P E L I N E STATUS CODE: XX CV PIPE NOD) NUMBER #1 ----------------- R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP #2 LOSS HEAD (gPm) (ft) (ft) ------------------------------ - - - - -- Packet Page -340- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) ----------------- - - - - -- DATE = 02 -03 -2015 JOB NAME = 1 -FG 0 1 2 1 2 1002.47 6.17 1000.00 6.14 7/7/2015 91. PAGE NO. 8 .00 .00 .00 .00 6.40 21.28 6.38 21.19 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 2.47 96.23 10.00 86.23 37.37 2 1000.00 90.08 10.00 80.08 34.70 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES --------------- (psi) - - - - -- --------------------- (psi) 1 37.37 2 34.70 S U M M A R Y O F I N F L O W S A N D O U T F L O W S (t} INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -} OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER ( gpm) 1 1002.47 NET SYSTEM INFLOW = 1002.47 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 1002.47 * ** KYPIPE SIMULATION COMPLETED * * ** DATE: 2/ 3/2015 Packet Page -341- DATE = 02 -03 -2015 JOB NAME _ TIME: 9:33:26 Packet Page -342- 7/7/2015 9.F. PAGE NO. 9 7/7/2015 9.F. TABLE 1- PERMANENT CONDITION RESULTS OF KYPIPE ANALYSIS FOR LEGACY ESTATES (IMIPE CALCULATIONS ATTACHED) PRESSURE = 50 PSI 2/2/15 FIRE FLOW N MEVILIM PRESSURES Wn H PEAK HOUR FLOW Notes: 1. The system is designed so that a minimum pressure of 20 psi is achieved at all nodes a fire flow of 1000 gpm (per Collier County). x:\2007\2007018 \WP \WATER MODEL (50psi) 1502( packet Page -343- DATE = 02 -03 -2015 B NAME = 7/7/2015 9.F. PAGE NO. 1 * * * * * * * * * * K Y P I P E 2 * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * Distribution of Pressure and Flows in Piping Networks * 1000 PIPE VERSION - 1.01 (06/05/92) DATE: 2/ 3/2015 TIME: 9:35: 3 INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6ul \LEGACY50.DAT TABULATED OUTPUT FILENAME -- - - - - -- C: \kypipe2 \6ul \LEGACY50.OUT POSTPROCESSOR RESULTS FILENAME - -- C: \kypipe2 \6ul \LEGACY50.RES ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O R I G I N A L D A T A ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** N I T S S P E C I F I E D FLOWRATE ............ = gallons /minute HEAD (HGL) .......... = feet PRESSURE ............ = psig P I P E L I N E D A T A STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS FGN -HGL NUMBER #1 #2 (ft) (in) COEFF. COEFF. (ft) ------------------------------------------------------------------------------- 1-FG 0 1 290.0 8.0 120.00 .00 125.50 2 1 2 290.0 8.0 120.00 .00 J U N C T I O N N O D E D A T A JUNCTION JUNCTION EXTERNAL JUNCTION Packet Page -344- DATE = 02 -03 -2015 JOB NAME = 7/7/2015 9. F. PAGE NO. 2 NUMBER TITLE DEMAND ELEVATION CONNECTING PIPES (gpm) (ft) ------------------------------------------------------------------------------ 1 1.65 10.00 1 2 2 1.42 10.00 2 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES — 1 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES ...................(p) = 2 NUMBER OF JUNCTION NODES ..........(j) = 2 NUMBER OF PRIMARY LOOPS ...........(1) = 0 NUMBER OF FIXED GRADE NODES .......(f) = 1 NUMBER OF SUPPLY ZONES ............(z) = 1 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N AVERAGE DAILY FLOW P I P E L I N E STATUS CODE: XX CV PIPE NOD: NUMBER ##1 (L A B E L) R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP ##2 LOSS HEAD (gpm) (ft) (ft) Packet Page -345- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 02 -03 -2015 NAME = 7/7/2015 9. F. PAGE NO. 3 -------------------------------------------------------------------------------- 1-FG 0 1 3.07 .00 .00 .00 .02 .00 2 1 2 1.42 .00 .00 .00 .01 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE ------------------------------------------------------------------------------ (gpm) (ft) (ft) (ft) (psi) 1 1.65 125.50 10.00 115.50 50.05 2 1.42 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm) -------------------- 1 3.07 NET SYSTEM INFLOW = 3.07 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 3.07 D A T A C H A N G E S F O R N E X T S I M U L A T I O N Packet Page -346- DATE = 02 -03 -2015 JOB NAME D E M A N D DEMAND TYPE = 1 - C H A N G E S GDF = 1.500 S I M U L A T I O N R E S U L T S 7/7/2015 9.F. PAGE NO. 4 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 =S I M U L A T I O N max. daily flow D E S C R I P T I 0 N (L A B E L) P I P E L I N E R E S U L T S n STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS VELO. 1000 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) ------------------------------------------------------------------------------- 1 -FG 0 1 4.61 .00 .00 .00 .03 .00 2 1 2 2.13 .00 .00 .00 .01 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 2.47 125.50 10.00 115.50 50.05 2 2.13 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S Packet Page -347- DATE = 02 -03 -2015 yTZ8 NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) 1 50.05 7/7/2015 9.F. PAGE NO. 5 JUNCTION MINIMUM NUMBER PRESSURES (psi) 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S { +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm ) -------------------- 1 4.61 NET SYSTEM INFLOW = 4.61 T SYSTEM OUTFLOW = .00 SYSTEM DEMAND = 4.60 D A T A C H A N G E S F O R N E X T S I M U L A T I O N D E M A N D C H A N G E S DEMAND TYPE = 1 - GDF = 4.000 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) peak hourly flow Packet Page -348- DATE = 02 -03 -2015 JOB NAME = 7/7/2015 9.F. PAGE NO. 6 P I P E L I N E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMP LINE PRESSURE CV -CHECK VALVE RV - REGULATING VALVE TK - STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 ##2 LOSS HEAD LOSS VELD. 1000 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) ------------------------------------------------------------------------------- 1-FG 0 1 12.28 .00 .00 .00 .08 .01 2 1 2 5.68 .00 .00 .00 .04 .00 J U N C T I O N N 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 6.60 125.50 10.00 115.50 50.05 2 5.68 125.50 10.00 115.50 50.05 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 2 50.05 S U M M A R Y O F I N F L O W S A N D O U T F L O W S (F} INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -} OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER ( gpm) -------------- - - - - -- Packet Page -349- DATE = 02 -03 -2015 NAME = 1 12.28 NET SYSTEM INFLOW = 12.28 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 12.28 7/7/2015 9.F. PAGE NO. 7 D A T A C H A N G E S F O R N E X T S I M U L A T I O N D E M A N D C H A N G E S rDDEMAND TYPE = 1 - GDF = 1.500 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION DEMAND NUMBER ( gpm) --------------------- 2 1000.00 S I M U L A T I O N R E S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 `S I M U L A T I 0 N D E S C R I P T I O N (L A B E L) fire at node 2 P I P E L I N E STATUS CODE: XX CV PIPE NOD] NUMBER #1 ----------------- R E S U L T S - CLOSED PIPE FG -FIXED GRADE NODE -CHECK VALVE RV - REGULATING VALVE NOS. FLOWRATE HEAD PUMP #2 LOSS HEAD (gpm) (ft) (ft) ------------------------------ - - - - -- Packet Page -350- PU -PUMP LINE TK - STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 02 -03 -2015 JOB NAME = 1 -FG 0 1 1002.47 6.17 .00 2 1 2 1000.00 6.14 .00 7/7/2015 91. PAGE NO. 8 .00 6.40 21.28 .00 6.38 21.19 J U N C T I O N N O D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 1 2.47 119.33 10.00 109.33 47.38 2 1000.00 113.18 10.00 103.18 44.71 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES (psi) (psi) --------------------- --------------------- 1 47.38 2 44.71 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER ( gpm ) 1 1002.47 NET SYSTEM INFLOW = 1002.47 NET SYSTEM OUTFLOW = .00 NET SYSTEM DEMAND = 1002.47 * * ** KYPIPE SIMULATION COMPLETED * * ** DATE: 2/ 3/2015 Packet Page -351- DATE = 02 -03 -2015 );4� NAME = TIME: 9:35 Packet Page -352- PAGE NO. 7/7/2015 9. F. 7/7/2015 9.F. ENGINEERS PLANNERS • SURVEYORS 10_11� 950 Encore Way - Naples, Florida 34110 • Phone 239.254.2000 • Fax: 239.254.2099 February 11, 2015 Paula Brethauer, Project Coordinatpr = .Client Services COLLIER COUNTY GOVERNMENT 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES - 2nd Review Re- submittal Response Comments Insubstantial Change to Construction Plan PL20140002627 HM File No.: 2007018 Dear Paula: This letter is in response to County comments letter dated December 11, 2014. We offer the following responses: ENGINEERING STORMWATER REVIEW - BRETT ROSENBLUM 1. Per our discussion with the County Engineer, provide a flume through the perimeter berm to Lakeland Avenue at invert 12.80, or provide a notch in the existing control structure at' invert 12.80. Provide a detail as applicable. Response: The project design has been-changed to incorporate attenuation and a flume is no longer part of the revised design. 2. Sheet 4 - In the third note, revise the minimum finished floor. elevation to Base Flood Elevation is 13.23 ft -NGVD. Response: We have revised the note to reflect the minimum finish floor elevation that is applicable to the project. ''' ' ENGINEERING SUBDIVISION REVIEW - TOHN HOULDSWORTH 1. The PSP has expired, therefore any exceptions which were approved as part of the PSP such as the right -of -way cross - section will have to be approved by a PSP or pursuant to Section 6.06.01 N of the LDC. Response: Acknowledged.` Thd%applicant requests relief from the 60' ROW requirement be granted hk:the tourtty Manager or his designee based on the following consideration: Packet Page -353 - Naples - Fork Myers 7/7/2015 9.F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 Februari 11, 20115 Page 2 of 13 • The proposed ROW is private; • ROW only provides access to 13 single family residential lots; • The Land Development Code for residential lots only requires sidewalk on one side of the road for'this low density short dead -end road; • No utilities object to.. the proposed 5.0' ROW width; and • 50' ROW was previously approved and subdivision improvements were constructed as part of PPL -2004 AR -5969. 2. Please provide a complete OPC for BCC and Bond purposes. Response: An updated EOPC is included in this submittal ` " 3. PSPA 7457 approved on August 17, 2005 (expired) required that the Lakeland Avenue pavement be 3" with 8` limerock. The base must extend 12" beyond EOP. Response: Lakeland Avenue will remain private and the PSPA referenced has expired so is no longer relevant: 4. Please verify that the applicant has legal rights to utilize the West 1/2 of Lakeland Avenue for egress purposes. We understand this area to be a private easement. OR Book 2139, Page 2354 Deeded this 30' to the Owner from Collier County in 1996. Response: The plans have-been'revAed'16 provide for access without utilizing the west half of Lakeland Avenue within -the Legacy Estates property limits for egress. The striping plans have- be„en-changed accordingly. 5. Plans Sheet 4 of 9, please add YD and PP to, the Abbreviation Legend Response: The plans have been revised as requested. ENGINEERING UTILITIES REVIEW - ERIC FEY 1. Utility Ord. 7.1.1. As a requirement to Developer's submittal of construction documents, Developer shall obtain- prior written verification from the Utilities Division regarding service from the District. The letter submitted was issued May 14, 2004 and references existing lines along Shearwater Street, which is in another part of the County. Therefore, it is not sufficient for the purposes outlined in U.O. 7.1.1. A new water and sewer availability letter must be obtained. H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- submittal.d= Packet Page -354- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2-nd Response Comm6nis Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 3 of 13 Response. Current utility Letters of Availability from CenturyLink, Collier County Public utilities, Comcast, PPL & TECO Peoples Gas are.included with this submittal. 2. Utility Ord. 8.2.5 - Please submit plans, specifications, and cost estimate. The water service for Lot 1 should be:moved toward the southeast property corner, next to the existing sewer service:"- Response: Revised plans and EOPC are included with this submittal. The plan revisions shown to the existing utility services have been coordinated in discussions with Nathan Beals. 3. Utility Ord. 8.2.5 - Please submit plans, specifications, and cost estimate. Clean - outs must be located 3 " -12" inside the right -of -way per the standard details. Response: Revised plans and EOPC are included with this submittal. The plan revisions shown to the existing utility services have been coordinated in discussions with Nathan Beals. The appropriate details have been added to the plan set. 4. Utility Ord. 8.2.5 - Please submit plans, specifications, and cost dstimate: 'Indicate the invert out of the existing sewer manhole at the northeast corner of Lakeland Ave. and Willowick Dr. Response: Revised plans and: -;EOPC are included with this submittal. The requested invert has been added to the plan set. 5. Please provide Construction Document: Review fee 0.75% of probable water and /or sewer construction costs and Construction Inspection fee 2.25% of probable water and/or sewer construction costs as per CDES Fee Schedule. Submit additional review and inspection fees based on other comments requesting changes to the OPC and fee calculation. Response, The additional fees due based on the revised EOPC are included in this submittal. 6. Utility Ord. 8.2.3 - Please submit signed and sealed engineers report. The average daily demand reported in the "Water Main Distribution System Design Calculations" memorandum is 385 GPD and the calculations aiid-DEPiorm use 240 GPD. The Utilities Division is now enforcing a standard of 350 GPD per equivalent residential connection (ERC) but will also accept 340 GPD per single - family home to maintain consistency with the 2008 Water Master Plan LOSS and H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd ReSubxn.14PB 150211 2nd Response Comments Re- subn-dRal.docx Packet Page -355- 11—, 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE; LEGACY ESTATES - 2nd Response Comments Tie-submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 4 of 13 the chloramine dissipation design criteria in USM 1.2.1. Please revise the Engineer's Report and DEP form accordingly. Response: An updated Engineer's Report is included utilizing the 340 gpd per single family home design' criteria. 7. USM 1.2.1- Provide chloramine dissipation report in engineers report. Revise the chloramine dissipation analysis per the current standards in USM 1.2.1. (See the "List of Revisions adopted December 10, .2013" link _ . at http://www.colliergov.net/index.aspx?page=390.) Response: A chloramine dissipation report is included in the Engineer's Report utilizing the 340 gpd per single family home design criteria. 8. Utility Ord. 7.1 - Provide sewer. hydraulics to first master pump station downstream. The pump run time analysis is insufficient to confirm capacity at PS 133.02. Provide a sewer capacity report from Collier County Public Utilities. Contact Paulo Martins at 252 -8836. Response: A sewer capacity report has been requested and will be provided upon receipt. 9. Add fire flow testing to the list of inspections requiring 48 -hour notice, as required by U.O. 9.4.2.2, and replace the reference to "C.C.U.D. or applicable utility company" with "County Inspector" in note 29 on sheet 3. Response: The plans have been revised as requested. 10. Utility Ord. 8.2.5. 1 - Provide a statement as to who owns and maintains the onsite potable water, non - potable irrigation water and wastewater systems. Eliminate water mains from the ' I ' ist of, items to be owned and maintained by the developer/ owner in note 23 on. sheet 3. , Response: The plans have been revised as requested. 11. USM1.9 - Label temporary sample point at the beginning and end of main and/ or every 1000'. Provide and label permanent sample points at the 2/3 point of the project and /or every 3000'. H: \2007\2007018 \WP\LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- submittal.dom Packet Page -356- 7/7/2015 9.F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re ;spbmittal (PL20140002627) HM File No. 2007018 Februaty 11, 2015 Page 5 of 13 A temporary sample point is required for the end of the water main and may be installed on the existing dead -end fire hydrant if a utility deviation to omit the required temporary blow -off assembly w /BSP is obtained. Response: The plans have been revised as requested and the deviation request has been submitted (copy of Deviation enclosed). 12. USM.1.6.1- Conduits for water service shall run from lot corner to lot corner and shall be 4" diameter. Existing water services are not lot corner to lot corner. A utility deviation is needed for acceptance of the existing water services. Response: A utility deviation has been requested for the sleeve that is to remain and utilized to provide service to lots 8 and 9 (copy of Deviation enclosed). 13. USM.Section 3 - Use the latest details and only those which apply to the project. Add Utility Detail W -1 to sheet 5 or obtain a utility deviation from USM 1.9.2 to utilize the dead end fire hydrant for flushing. Response: A utility deviation has been requested and the latest relevant details have been added (copy of Deviation enclosed). 14. USM.1.2.2 - Automatic flushing ;deyice shall be provided at each dead end of a water main and also near the mid -point of a looped water main. The chloramine dissipation analysis indicates• satisfactory residual. Therefore, the AFD should be eliminated. Adjust the EOPC and fee'calculation accordingly. Response: A deviation has been requested to eliminate the automatic flushing device as it is not warranted based on the chloramines dissipation calculations provided with this submittal (copy of Deviation enclosed). 15. Light poles appear to be in conflict ivith:existing services and fire hydrants. Response: Utilities have been adjusted to resolve the conflicts 16. Verify that the pipe material installed under Lakeland Ave. conforms to paragraph C of Tech. Specs. 330503, Part 1.3. If so, revise sheet 3- accordingly. If not, remove and replace the pipe or obtain a utility deviation to do otherwise. Response: The plans have been revised to show CL200 PVC pipe under the roadway. H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- submitial.docx Packet Page -357- n, 7/7/2015 9.F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 6of13 17. Submit an approved utility deviation I from USM 1.2.2 for the reduced setback to the existing water main on the north side of Legacy Court. Response: Attached is the approved (12130114) Utility Deviation #1 to leave the existing water main in its current location. 18, A temporary blow -off assembly with bacterial sampling point will be necessary for full -bore flushing in accordance with USM 1.9.2, Incorporate the cost of this item into the OPC and adjust the fee calculation accordingly or obtain a utility deviation to utilize the existing dead end hydrant for flushing. Response: A utility deviation has been requested to utilize the hydrant for flushing (copy of Deviation enclosed). 19. Submit an approved utility deviation for the decorative column proposed on top of the existing water main. Response: Attached is the approved (12/30/14) utility deviation has been requested to allow the decorative column in the proximity of the existing water main (copy of Deviation enclosed). 20. Show the 15" RCPs between, CB-1..And CB -2, between CB -3 and CB -4, and between ME -2 and CB -6 in the profile 'on sheet 3. Response: The Plans have been revised as requested. 21. The 15" RCP between CB -1 and CB -2 is less than 12 inches above the sewer. Certify that a full 20' length of thickness class 200, DR 14 AWWA C900 PVC or pressure class 250 ductile iron pipe was centered below the 15" RCP and that the sewer pipe was backfilled with.bedding stone or sand to a height 6 inches above the crown of the sewer pipe, remove and replace the drainage structures and piping to cross under the existing sewer with the required 18" minimum vertical separation, or obtain a utility deviation from the requirements of USM 1.2.3. Response: A utility deviation has been requested to allow the existing facilities to remain in place as constructed H: \2007\2007018 \WP\Ll7 \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments R&submittal.docx Packet Page -358- 7/7/2015 9.F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 7 of 13 22, The 15" RCP between M&2 and CB -6 is less than 18 inches above the water main, as shown. Certify that a conflict crossing was constructed in accordance with detail G-4 on sheet 5 or remove and replace accordingly, and show appropriate construction level detail in the profile on sheet 3. Otherwise, obtain a utility deviation from the requirements of USM 1.2.3. Response: A utility deviation has been requested to allow the existing facilities to remain in place as constructed: As discussed in my meeting with Utilities, we will request a utility deviation and also have the Contractor verify the existing elevations and clearance between the water main and storm drainage lines. (copy of Deviation enclosed). .,.: . LANDSCAPE REVIEW - DANIEL SMITH ' 1. 4.06.02 Provide perimeter landscape buffers. See also LDC Table 2.4. A Type D buffer is required to have a double row of shrubs. This plan shows a ^ double row until the entrance an4 then shows a single row with a wall or fence. Please label and add a cross - section: A double row is still required if this is a fence Response: The Plans have been revised as requested. ZONING REVIEW - CHRISTOPHER SCOTT 1. 10.02.04 B.M. On site plan, for single - family lots, show typical unit on typical interior and corner lots. Oni jhe Zoning Data Sheet, please update the typical lot details to show front setbacks measured from the property line and remove the note "* Front setback is measured from back of curb." The property is zoned RSF- 3 and all setbacks shall be measured from the property lines. Response: The Plans have been revised as requested. 2. 10.02.04 B.3.t. On site plan, for single- family lots, show typical unit on typical interior and corner lots. Response: The Plans have been revised as requested. The revised site plan does not have any corner lots, H: \2007\2007018 \WP \LD \1CP & FP 2014 \2nd Re-Submittat \PB 150211 2nd Response Comments Re- submittal.docx Packet Page -359- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 8 of 13 3. On the zoning data sheet, pleaseremove rear accessory setback (typ). Accessory setbacks are per LDC Section 4.02.03 A., Table 3. and vary based on the type of accessory structure. Response: The Plans have been revised as requested. A note has been added to reflect that the accessory structures are per LDC Section 4.02.03 A., Table 3. 4. 10.02.04 B.3.t. On site plan, for 'single- family lots, show typical unit on typical interior and corner lots. On the zoning data sheet, please provide setback dimensions on the typical lot layouts, i.e., 30' front, 7.5' side, 25' rear. Response: The PIans have been revised as requested. The revised site plan does not have any corner lots. 5. On the zoning data sheet, please update the Development Standards table to identify minimum floor area for 1 -story structures is 1,000 SF and for 2 -story structures is 1,200 SR Response: The Plans have been revised as requested. 6. The zoning data sheet is used by staff when reviewing individual building permits. Because staff is now verifying that structures comply with the County's Flood Damage Prevention Ordinance (Ch 62, Collier County Code of Laws), please include minimum FFEs for each lot (as shown on Sheet 4). According to the information provided with this application, this subdivision does not have a water management system designed :and, built for a 25 -year, 3 -day storm event. Therefore, minimum floor elevations, must be at least of 18 inches above crown of road. Response: The Plans have been revised as requested. A water management system has been incorporated into the revised design and the min FFE is based on the water management system calculations. 7. On Sheet 4, please change the third note to state "Base Flood Elevation" as opposed to minimum finished floor, elevation. Minimum finished floor elevation as required by the County will be 18" above crown of adjacent roadway (see previous comment). H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- ssibmittal.docx Packet Page -360- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 9 of 13 Response: The Plans have been revised as requested. A water management system has been incorporated into the revised design and the min FFE is based on the water management system calculations. S. On Sheet 4, please verify BFE (currently reads Minimum Finished Floor Elevation). Note states 12.23 - NGVD; however, FIRM Map shows BFE of 12 NAVD, which would be 13.23 NGVD. Response: The Plans have been revised as requested A water management system has been incorporated into the revised design and the min FFE is based on the water management system calculations. ENVIRONMENTAL REVIEW - DAVID ANTHONY 1. Landscape Sheet L -1 includes Schefflera actinophylla in the Plant List. Schefflera actinophylla is a Category I invasive, exotic plant per the FLEPPC. Per Section 4.06.05 F of the LDC, Category I vegetation may not be planted. Please revise the List. Response: The Plans have been revised as requested. 2. Include on site plans the parcel identification number, a location map, and type of habitat (FLUCFCS Codes) for any proposed off -site preservation / mitigation or include a note on site plans that.payment in -lieu will be made to Conservation Collier. (LDC 3.05.07 F.4.); You will want to coordinate with Alexandra Sulecki of Conservation Collier at 239- 252 -2961 for either the land donation or payment in lieu. Response: The Owner is in the process of procuring off -site preservation/mitigation. Documentation will be forthcoming. 3. Show on the site plan the previously required acreage of native vegetation to be retained along with a note that the native vegetation retention requirement will be met offsite. Response: The plans have been revised as requested. H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd ReSubmittal \PB 150211 2nd Response Comments Re- submittal.docx Packet Page -361- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 10 of 13 TRANSPORTATION PATHWAYS REVIEW - MATT MCLEAN 1. Provide AE over area of sidewalk that encroaches into Tract A and Lots 3 & 4 or revise sidewalk limits to be within the Legacy Court R /W. Response: The Plans have been revised as requested. TRANSPORTATION PLANNING REVIEW - STEPHEN BALUCH 1. Right -of -Way (Ordinance 2009 -19) -12/ 9/14 Comments: On plan sheets 3 and 4 of 9, identify roadways as Public (maintained by public agency), or Private (not maintained by public agency). For Lakeland Avenue, show the limits of roadway maintained by public agency. 1.1-1k Response: The Plans have been revised as requested. 2. On plan sheets 3 and 4 of 9, add a note that if any work or disturbance extends into the publicly maintained Lakeland Avenue ROW, then a County "Permit to Perform Work and /or Maintenance in Public Right -of- Way" will be required. Response: The Plans have been revised as requested. 3. On plan sheets 3 and 4 of 9, identify the .access easement and source document for the western 30 feet of the Lakeland Avenue ROW that fronts the Legacy Estates parcel, since it is also required for legal access to Legacy Estates. Response: The plans have been revised to provide for access without utilizing the west half of Lakeland Avenue for egress. ENGINEERING STORMWATER REVIEW - BRETT ROSENBLUM 1. Re- vegetation: For EWA's, a re- vegetation bond in the form of a performance bond, letter of credit, or cash bond in the amount of $2,000.00 per acre must be posted. LDC 4.06.04.A.1.a.vii. : " Response: The required re- vegetation bond will be provided. upon receipt from the client. H \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- Submittal\ PB 150211 2nd Response Comments Re- sabmittal.docx . Packet Page -362- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) 11M File No. 2007018 February 11, 2015 Page 11 of 13 2. Provide a revised EWA - application identifying the re- vegetation bond calculation schedule. Response: A revised EWA application identifying the re- vegetation bond calculation schedule will be provided simultaneously along with the re- vegetation bond upon receipt from :the: client 3. Because storm drainage and water management are proposed under the EWA application, the EWA stormwater review cannot be approved until the ICP stormwater review has been approved. Response: Acknowledged 4. The VRSFP stormwater review cannot be approved until the 1CP stormwater review has been approved. Response: Acknowledged We have enclosed the following information for review and consideration for approval: • Fourteen (14) copies of the response comments letter (this is the response comments letter); • Fourteen (14) copies of the revised, Construction Plans (HM Drawing No. 4805, Sheets 1 through 9); .., 1 • Two (2) copies of the "updated Engineer's Opinion of Probable Cost (signed and sealed); • Two (2) copies of the Engineer's Opinion of Probable Cost - Plat (signed and sealed); • One (1) copy of the Explanation of Resubmittal Fees for Plats and Construction Plans (PPL); • One (1) fee check #1272 in the amount. of $2,748.25 representing the additional document review and inspection fees based on the "updated" EOPQ • One (1) copy of the current Letters of Availability/ No Objection to Plat Letters from CenturyLink, Collier County Public Utilities, Comcast, FPL, and Teco Peoples Gas; H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- Submittal \PB 15'0'211 2nd Response Comments Re- submittaLdocn Packet Page -363- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) ^' HM File No. 2007018 February 11, 2015 Page 12 of 13 • One (1) copy of the revised FDEP Water Permit Application; • One (1) copy of the revised FDEP Sewer Permit Application; • Four (4) copies of the updafed Engineer's Report with Assumptions & Explanations (signed and. sealed): . • Water Distribution System.. . • Chloramine Dissipation Report • Sanitary Sewer Calculations • Storm Drainage Calculations • Water Management Calculations Note. the Sewer Capacity Report has, been requested and will be provided upon receipt. • One (1) copy of the Temporary Wo'woff (Water) Utility Deviation submitted to N. Beals; • One (1) copy of the Existing Sleeve (Water) Utility Deviation submitted to N. Beals; • One (1) copy of the Existing , Watermain & Storm Drain Pipe (Water) Utility Deviation submitted to N. Beals; • One (1) copy of the Existing Fire. Hydrant (Water) Utility Deviation submitted to N. Beals; • One (1) copy of the Existing Gravity Sewer (Wastewater) Utility Deviation submitted to N. Beals; • One (1) copy of the Wate: -Utility Deviation #2 (approvedl2 /30/14) to leave the existing water main in current location; • One (1) copy of the Water Utility Deviation #1 (approved 12/17/14) to allow the decorative wall/ column in the proximity of the existing water main, • Seven (7) copies of the revised Street Lighting Plans; • One (1) revised School Impact Analysis. Application (signed and sealed) H: \2007\2007018 \wP \LD \ICP & FP 2014 \2nd Re- Submittal\ PB 150211 2nd Response Comments Re-submittal.docx Packet Page -364- 7/7/2015 9. F. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES — 2ad Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February 11, 2015 Page 13 of 13 • Five (5) copies of the revised Landscape k Irrigation Plans; • Four (4) copies of the revised Zoning Data Sheet (HM Drawing No.4805, Sheet 7) (signed and sealed); This concludes our re- submittal comments. Should additional information be required, please feel free to contact me. Very truly yours, HOLE MONTES, INC. W. Terry Cole, P.E. Vice President WTC:tdc Enclosures cc: J. Drescher w/ enclosures T. Breault w/ enclosures B. Adamczyk w /enclosures H: \2007\2007018 \WP \LD \ICP & FP 2014 \2nd Re- 5ubmitta148150211 2nd Response Comments Re- submittal.dom Packet Page -365- Date: 11/24/14 ❑ Wastewater REQUIRED - Site Development Plan # (SDP #) Project Name: Project Address: LEGACY ESTATES Lakeland Avenue A45)76) (f 7/7/2015 91. PO t7"F1LC- BevC, T �ICQ 0 Water Dev. #1 ❑ - IQ Water - or- Subdivision Improvement #(PPL #) 5969 Petitioners Name & Business Name: W. Terry,Cole, P.E., Agent ❑ Privately Owned [R County Owned Business Address: Hole Montes, Inc., 950 Encore Way, Naples, Florida 34110 Phone # 254 -2000 Fax # 254 -2099 Ern all terrycole @hmeng.com Reason for request? A decorative wall is proposed to cross over an 8" PVC water main along the north side of Legacy Court as shown on the attached site plan HM Drawine No. 4805 -3. The wall details are shown on the attached sheets L -1 and L- IA. REQUIRED FORMS For all Depialion Request unless specyled. ❑ Slue Prints/ Site Drawings ❑ Detail Specifications ❑ Menu & Seating only for Grease Trap Deviations ❑ Cover Letter w /Pertinent Information Flow doss this request differ from Ordinance? Walls do not normally cross over water mains Impact of this request on affected area? NONE Impact of this request on the maintenance of the system? If water main repairs are required, a section of the wall may need to be removed. There should be no impact to the water main. Explain benefits this request will have to the operationimaintenance of the Collier County Utility system: N/A Additional Comments: If water main repairs require impacts to the wall or columns, repair of these will be the responsibility of the Devcloper/Property Owner's Association, Planning & Project Mgmt. Dept. Approve: Disapprove: W or WW Department Director Approve: Disapprove: Authorizing Signature: Copy lo: Englneering Review Public Utllitles Adminlstrator Collier County Utility Director Packet Page -366- Staff Comments: Date: uorai I COUNTY STAFF ONL Y Routing for Review: (Initials) Stake & Locates Approve: CSisapprove: WW Pretreatment Inspector Approve: Disapprove: WW Laboratory Supervisor Approve: Disapprove: WW Collections Manager Approve: Disapprove: Water Distribution Manager Approve: Disapprove: IQ Water Manager Approve: Disapprove: Planning & Project Mgmt. Dept. Approve: Disapprove: W or WW Department Director Approve: Disapprove: Authorizing Signature: Copy lo: Englneering Review Public Utllitles Adminlstrator Collier County Utility Director Packet Page -366- Staff Comments: Date: uorai I UTILITY PLAN GENERAL NOTES: ^ ` MATCH - ------~`—~~~ ~ ' 7/7/2015 95. ! Packet Page -367- u I I all LAKELAND AVENUE LEGACY COURT LEGACY ESTATES SITE UTILITIES AND PLAN PROFILE Packet Page -367- 7/7/2015 9.F. Legacy Estates, Naples, FLDRIDfi LEGACY ESTATES, �«w<r wea�wneaa<n aWS =YV1v KaNrKf< t B LAN DSCAPS PUN b Y S 9 � C � — LE C tFGCr f E ■ i GALE A.6LAHAIION L ASSOCIATES, INC. _ � mrrw vow • e@e ■ aA f Dore �� ti • �+ ; SS n uuau�n ni uamf io Fa . Y• LEGACY ESTATES. NAP4ES, FI.OWOA �� n K pox mf`ivaw � °N ��f� ,carorcnea Packet Page -368- STONE WALL TYPICAL 4 BARREL TILE ROOF STONE COLUMN SIGN L1 --,,Z-Y ELEVATION SKETCH NOT TO SCALE DECORATIVE METAL GATE --\ PEDESTRIAN GATE Packet Page -369- 7/7/2015 9.F. v z_ 35" COLUMN BARREL TILE ROOF RAFTER TAILS CONCRETE BLOCK rn EXISTING GRADE � CONCRETE BLOCK - STONE VENEER EXISTING GRADE (ALL SIDES) 5 0 #5 REBAR CONTINUOUS t8" BOTH DIRECTIONS 5 0 #5 REBAR CONTINUOUS 48 CONCRETE FOOTER BOTH DIRECTIONS 78 °X48" LANDSCAPE COLUMN DETAIL NOT TO SCALE 2 0 #5 REBAR CONTINUOUS Packet Page -370- 7/7/2015 9. F. BOND BEAM 10#5 REBAR CONTINUOUS PERIMETER WALL DETAIL NOT TO SCALE - PRE -CAST CAP & TRIM FILL CELLS 4' CC #5 REBAR STUCCO & PAINT CONCRETE FOOTER 12X16" - 7/7/2015 9.F. Date: 11/24/14 ❑ Wastewater ❑x Water Dev. #2 ❑ IQ Water REQUIRED - Site Development Plan # (SDP #) -or -Subdivision Improvement #(PPL #) 5969 Project Name: LEGACY ESTATES ❑ privately owned [County Owned Project Address: Lakeland Avenue Petitioners Name & Business Name: W. Terry Cole, P.E., Agent Business Address: Hole Montes, Inc., 950 Encore Way, Naples, Florida 34110 Phone # 254 -2000 Fax # 254 -2099 Email tenyeole @hmeng.com Reason for request? The as -built location of the 8" PVC water main along the north side of Legacy Court is 2.5'+- from the back of valley gutter versus the County REQUIRED FORMS For all Deriation Request rurless speciftelf, ❑ Blue Prints / Site Drawings ❑ Detail Specifications ❑ Menu & Seating only for Grease Trap Deviations ❑ Cover Letter w /Pcrtincnt infonnation How does this request differ from Ordinance? The County requirement is a clearance of 7.5' from the water main to the back of valley giatter. Impact of this request on affected area? Impact of this request on the maintenance of the system? If water main repairs are required, the valley gutter and roadway may be. impacted. There should be no impact to the water main. Explain benefits this request will have to the operation /maintenance of the Collier County Utility system: N/A Additional Comments: If water main repairs require impacts to the valley gutter or roadway, repair of these will be the responsibility of the Developer /Property Owner's Association. The roadway is private. Copy to: Engineering Review Publio Utilities Administrator Collier County Utility Director Packet Page -371- Staff Comments: Date: 0512011 COUNTY STAFF ONLY Routing for Review: (initials) . Stake & Locates Approve: Disapprove: WW Pretreatment Inspector Approve: Disapprove: WW Laboratory Supervisor Approve: Disapprove: WW Collections Manager Approve: Disapprove: Water Distribution Manager Approve: Disapprove: IQ Water Manager Approve: Disapprove: Planning & Project Mgmt. Dept, Approve: Disapprove: W or WW Department Director Approve: Disapprove: Authorizing Signature: Copy to: Engineering Review Publio Utilities Administrator Collier County Utility Director Packet Page -371- Staff Comments: Date: 0512011 LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 4 COPIES OF THE EWA PERMIT APPLICATION Packet Page -372- 7/7/2015 91. 7/7/2015 9. F. ier C=nty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE ^' GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252 -2400 FAX: (239) 252 -6358 Application for Early Work Au- Lhorization (EWA) LDC section 10.01.02 Ch. 4 D. of the Administrative Coda PROJECT NUMBER PROJECT NAME To be completed by staff DATE PROCESSED GENERAL INFORMATION ORIGINAL SDP /PPL AR/PL #: 5969 RIGHT OF WAY PERMIT NUMBER: Not Applicable for this project EARLY WORK AUTHORIZATION PERMIT TO CONSTRUCT THOSE PORTIONS OF THE PROJECT SHOWN ON THE ATTACHED DRAWINGS PREPARED BY Hole Montes, Inc. DATED AND TITLED Legacy Estates APPLICANT CON TACT INFORMATION Property Owner: Tim Breault, Breault Construction, Inc. Address: 4110 Enterprise Avenue City: Naples State: Florida ZIP: 34104 Telephone: 776 -7844 Cell: N/A Fax: N/A E -Mail Address: tbreault @gmaii.com Agent: W Terry Cole, P.E. Address: Hole Montes, Inc. 950 Encore Way city: Naples State: Florida ZIP. 34110 Telephone: 254 -2000 Cell: N/A Fax: 254 -2099 E -Mail Address: terrycole @hmeng.com 10/25/2013 Packet Page -373- Page 1 of 3 7/7/2015 9.F. • �..ri� 71~i' COU.YLty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.collier,gov.net (239) 252 -2400 FAX: (239) 252 -6358 SUBK41TTAL I:EQUIREMENTS CHECKLIST See Chapter 4 D. of the Administrative Code for submittal requirements. The following must be provided to submit an EWA, this includes all attachments and exhibits: ❑■ $500.00 Application Fee ❑■ Addressing Checklist ❑ 2- Copies of the DEP Permit, if required ❑ 2- Copies of the USACE Permit, if required 0 4- Copies of Plan Cover Sheet ❑ 2- Copies of the SFWMD E.R.P Permit, if required ❑ 4- Copies Excavation Plan 0 4- Copies of Clearing Plan ❑ 4- Copies Erosion Control Plan 0 4- Copies of Fill Plan ❑■ 2- Copies of Letter of Authorization, if required Please return application and checklist items to: Growth Management Division /Planning and Regulation ATT: Business Center 2800 North Horseshoe Drive Naples, Florida 34104 REVEGIFTATION BOND CALCIULATION SCHEDULE Acres to be Cleared Cost per Acre Total Cost $2,000.00 5 7 1. Revegetation Bond of $2,000 per acre is required. 2. Total Vegetation should equal that which is allowed for the EWA clearing. Under p,`rlj0vciiA9pury, I declare that I have read the foregoing application for Early Work Authorization Permit4' a1 tSk fti...sstta,t�ed herein are true and further, that all preliminary construction activities are 'V , isk ' co n, 1 at no risk to Collier County �gKaxur Or • u► Date .o ;Z-.- SIN Lfic;,�7ii✓'� Pre Sident Printed�IGS��t� 10/25/2013 Page 2 of 3 Packet Page -374- 7/7/2015 9. F. LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 4 COPIES OF THE EWA COVER LETTER n n Packet Page -375- *41" 7/7/2015 9. F. HOLE MONIES ENGINE -PS • OLANM-:RS - SUR'�'ORS 950 Encore Way • Naples, Florida 34110 • Phone 239.254.2000 - Fax: 239.2542099 November 26, 2014 Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES REQUEST FOR EARLY WORK AUTHORIZATION HM FILE NO.: 2007018 Dear Paula: Please accept this letter as our request for an Early Work Authorization Permit. In accordance with the Application, we have enclosed the following documents: • Four (4) copies of the cover letter; • One (1) copy of the approved Addressing Checklist, dated 11/25/14; • Four (4) copies of the Early Work Authorization Permit Application; • Two (2) copies of the Letter of Authorization for Representation • One (1) EWA fee check #1018 in the amount of $500.00; • Four (4) copies of the Plan Cover Sheet; • Four (4) copies of the Clearing Plan (signed and sealed); and • Four (4) copies of the Fill Plan (signed and sealed). This concludes our EWA Permit submittal. Please contact our office should you require additional information. Very truly yours, " Oe-el- W. Terry Cole, P.E. Vice President WTC:tdc Enclosures cc: Tim Breault w/ enclosures Bryon Adamczyk w /enclosures Jim Drescher w/ enclosures H: \2007 \2007018 \WP \LD \PERMITS \EARLY WORK AUTHORIZATION \PB 141126 EWA APPLICATION.docx Packet Page -376- 7/7/2015 9.F. LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 1 COPY OF APPROVED ADDRESSING CHECKLIST DATED 11/25/14 WOO ,10-*N Packet Page -377- 7/7/2015 91. Coft ir County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -5724 WWW.COLLIERGOV.NET ADDRESSING CHECKLIST Please complete the following and fax to the Operations Department at 239- 252 -5724 or submit in person to the Addressing Department at the above address. Form must be signed by Addressing personnel prior to pre - application meeting please allow 3 days for Processing. Not all items will apply to every project. Items .in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Department. PETITION TYPE (indicate type below, complete a separate Addressing Checklist for each Petition type) ❑ BL (Blasting Permit) ❑ SDP (Site Development Plan) ❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment) ❑ CarnivallCircus Permit ❑ SDPI (Insubstantial Change to SDP) ❑ CU (Conditional Use) ❑ SIP (Site Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Plat ❑ SNR (Street Name Change) ❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change — Unplatted) ❑ PNC (Project Name Change) ❑ TDR (Transfer of Development Rights) ® PPL (Plans & Plat Review) ❑ VA (Variance) �-� ❑ PSP (Preliminary Subdivision Plat) ❑ VRP (Vegetation Removal Permit) ❑ PUD Rezone ❑ VRSFP (Vegetation Removal & Site Fill Permit) ❑ RZ (Standard Rezone) ® OTHER EARLY WORK AUTHORIZATION LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) S24. T48, R25E IS 1/2 of NE 1/4 of SW 1/4 of NE 1/4 of SW 1/4 of NE 1/4 FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) 00162320000 STREET ADDRESS or ADDRESSES (as applicable, if already assigned) f ikKE 4tND A\1EN4E- • LOCATION MAP must be attached showing exact location of projectisite in relation to nearest public road right - of -way • SURVEY (copy - needed only for unplatted properties) PROPOSED PROJECT NAME (if applicable) LEGACY ESTATES PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) n SDP or AR # 5969 Packet Page -378- 7/7/2015 9.F. CO* County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (238) 252 -2400 FAX (238) 252 -5724 WWW.COLLIERGOV.NET Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) Please Check One; ® Checklist is to be Faxed back ❑ Personally Picked Up APPLICANT NAME: W. TERRY COLE, AGENT/T0131 CHARBONNEAU PHONE 2542021 FAX 2542099 Signature on Addressing Checklist does nbt constitute Project and/or Street Name approval and is subject to further review by the Operations. Department. FOR STAFF USE ONLY FLN Number (Primary) 00162320000 Folio Number Folio Number Folio Number Approved by: Date: 11 -25 -2014 Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Packet Page -379- Details n 7/7/2015 9.F. page 1 of I Print New EAds.-Iress Tax gills -T Change Iir . Property Summary i- Imperty Detail I Aerial Sketches 1 "risn Wotices Parcel No. 00162320000 Site Adr. r'4 'v' http:/ /www,colliei•appraiser,comIMain Search lRecordDetail.htnil ?FoliolD = 162320000 8/18/2014 Packet Page -380- r COLLIER COUNTY 7/7/2015 95 ENGINEERING SERVICES DEPARTMENT 2800 North Horseshoe Drive Naples, Florida 34104 (239) 252 -2400 FAX (239) 252 -6201 _ www.col lierno%.net EARLY WORK AUTHORIZATION PERMIT LDC Section 10.01.02(B) Owner Information OWNER NAME: JD DEVELOPMENT LLC ADDRESS: 2635 CHESHIRE LANE, NAPLES, FL 34109 TELEPHONE: (239) 776 -7644 APPLICANT INFORMATION APPLICANT NAME: HOLE MONIES, INC., W. TERRY COLE ADDRESS: 950 ENCORE WAY, NAPLES, FL 34110 TELEPHONE: (239) 254 -2000 1..o -a'tl: on Property ID #:162320000 V PERMIT INFORMATION I Current Date: May 5, 2015 This permit for EWA- PL20140002627 Project Name: Legacy Estates (ICP) must be posted on site. Any work constructed under this Early Work Authorization is at the owners own risk and if the SDP /PPL is not approved the property owner will be responsible for revegetation of the site. Please call Engineering Inspections at 239- 252 -2391 to schedule a pre - construction meeting a minimum of 48 hours prior to start of construction. This approval is good for 60 days with the possibility of 2 ea. 30 -day extensions dependent on the reason for the inability to gain proper approvals. After that time, cleared areas must be graded off and hydro - seeded; THIS PERMIT WILL EXPIRE 014: .716/2015 THIS PERMIT SHALL BE DISPLAYED ON SITE PAG7E 1 Packet PaEe -391- EARLY WORK AUTHORIZATION PERMIT LDC Section 10.01.02(13) Activities allowed by this permit are as follows: Site filling, clearing, storm drainage, water management and construction of the wall /gates as shown on plans titled Insubstantial Change to PPL- 2002 -AR -5964 Construction Plans for Legacy Estates, sheets 1 -10 of 10 prepared by Hole Mantes, signed and sealed by W. Terry Cole, Dated 4/17/15. An Early Work Authorization Revegetation Bond has been collected in the form of cash bond in the amount of $7,000.00. s„ w GENERAL CONDITIONS 1. The areas to be preserved and protected must be marked with "envirofence" and the perimeters of all disturbed areas must be protected from erosion by the installation of silt screen. 2. If any blasting is to be done, a blasting permit must be obtained from the Collier County Engineering and Environmental Services Department. 3. No dewatering is allowed unless a dewatering permit is obtained from the South Florida Water Management District. 4. Ingress and Egress to and from the site must be through permitted driveways properly constructed to NPDES standards. 5. Burning of cleared vegetation is prohibited unless proper permits are obtained from the local Fire Official and Florida Division of Forestry. 6. This Early Work Authorization is valid for a period of 60 days, after which all work must cease until proper final permit approval is obtained. (SEE EXPIRATION DATE ON FRONT OF PERMIT) 7. In the event that work ceases for any reason, all bonds must be maintained in force until permits are obtained or until restoration to initial condition is complete. 8. Only storm drains that are part of the main stormwater system connecting the lakes and retention areas together and to the outfall can be installed under this permit. THIS PERMIT SHALL BE DISPLAYED ON SITE PAGE 2 PnrkatPaaa -�R7- COLLIER COUNTY 7/7/2015 91. ENGINEERING SERVICES DEPARTMENT 2800 North Horseshoe Drive Naples, Florida 34104 (239) 252 -2400 FAX (239) 252 - 6201 www.colliergov.net EARLY WORK AUTHORIZATION PERMIT LDC Section 10.01.02(B) 9. If, for any reason, the underlying SDP or PPL is not approved, the property owner will be responsible for revegetation of the site in accordance with Section 4.06.04.A.1.a.vii.d of the Land Development Code. 10. Issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. This permit is conditioned on all other applicable state or federal permits being obtained before commencement of the development. Special Conditions The undersigned have reviewed the plans submitted with the application for this Early Work Authorization and find that the requirements listed in Section 10.01.02(B) of the Collier County Land Development Code have been met and thus the named construction activities for this project may commence. For the Environmental R few Department For the Engineering Services Department CC: Inspections Supervisor, with attached Plans Dated Dated /j `l THIS PERMIT SHALL BE DISPLAYED ON SITE PAGE 3 Packet Page -383- ENV i i i i c W W x i s z > 1 W 8 I 'o 7/7/2015 9. F. a '' g caaRv�kCbry 8i Y U Co ° Q € Z ag k� � a ma€€ € =a it 0 0 IL Go i5 OZ Ci w ca�V'�a�3a sa� ° aad c z a g F Q <° aS qjo pt 9 o §� @yg a s o g.. o o G w - fax ""€8aa + „' gRf��`R Z $ a W °° W° o o as s;gyna >g Z` g q� a� i a? Z H z a o III �� @jkej�aH 5 �& x -� �� o o � 8 s. a a ° t;bj CD z >> z z w z z .!= LU w a as ea�� a< a w o �. z o z UU. a•'C3a�� r€ a `p A 6t w a a N W U`C 0 a b g €€ �� ¢¢ Packet Page -384- ® O X e x a ,W x 3 8 t 1 m YJ N N p ® ® rLr) 0 CO ;ON �u�'a ? 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I U W CD CL W Z eo-'**N -1—, 7/7/2015 95 oil" HOLE MONIES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone 239.254.2000 - Fax: 239.254.2099 April 16, 2015 Mark Burtchin COLLIER COUNTY GOVERNMENT ROW PERMITTING & INSPECTION 2800 North Horseshoe Drive Naples, Florida 34104 RE: LEGACY ESTATES REQUEST FOR COMMERCIAL RIGHT -OF -WAY PERMIT HM FILE NO.: 2007018 Dear Mark: Enclosed for your review and approval, is the Right -of -Way Permit Application for Legacy Estates. The Right -of -Way permit is to construct a lane transition at the existing platted end of Lakeland Avenue north of Willowick Drive. This project will involve one (1) turn - lane /median and work will be in the right -of -way without lane closures and we anticipate this work taking fourteen (14) days to complete. • Two (2) copies of the Right -of -Way Permit Application; • Two (2) copies of the Agent Letter of Authorization; • Two (2) copies of ROW drawings (HM Drawing No. 4805, Sheets 3, 4, 6, and 8) (signed and sealed); and • One (1) ROW Permit Fee Check #1281 in the amount of $1,550.00. Should you require further information, please feel free to contact me. Very truly yours, HOLE MONTES, INC. W. Terry Cole, P.E. Vice President WTC:tdc Enclosures cc: Tim Drescher w /enclosure Byron Adamczyk w /enclosures 11:120071M7019\%VP%DIPERMMT ROWIMB 150416 ROW PERMIT APPUCATION.doc Packet Pale -400 - �N...., ...7- 7/7/2015 9. F. Right -of -Way Application GROWTH MANAGEMENT DIVISION ORIGINAL ROW PERMITTING & INSPECTION 2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA 34104 ROW Section Telephone Number: 252 -5767 Inspection Telephone # 252 - 3726 (For Courtesy Inspection, call 252 -3726, Option 2, and leave a message for the Inspector) FILL IN ALL APPLICABLE INFORMATION RIGHT- OF-WAY PERMIT # PSP# PL20140002627 SDP /AR# BUILDING PERMIT # PROJECT NAME LEGACY ESTATES I tt1::biUCN7IAL FEES APPLICATION CHECKLIST j ❑ Construction (Dnveway /Sidewalk/Landscaping) ❑ Renewal/Modification (Unexpired Permit) $200 $100 ❑ Copy of house survey with ❑ Jack- and- Bore/Directional Bore $500 A sketch for the request Q Sprinkler Head $50 ❑ Application fee ❑ Open -Cut $2,000 ❑ Details for request ❑ Miscellaneous Events $200 (location, size, etc.) ❑ Other ] Work in the ROW with Lane Closures See Exhlbft °A" SMALL DEVELOPMENT J Renewal/Modification (Unexpired Permit) $500 $1,000 ] Jack - and- BorelDirectionai Bore $1,000 $2,000 ] Sprinkler Head $2p0 $400 31 Tum- lane/Median $1,500 $3,000 ] Open -Cut $4,000 $6,000 D Work in the ROW without Lane CIoaures $50Y /$100 $100y/$200♦ ] Work in the ROW with Lane Closures See Exhlbft °A" I T-JUN. -Nov. ] PSC Regulated Franchise Utility $100 + $50 per day Inspection Fee I A-DEC: MAY. COMMERCIAL ONLY: FEE PAID $1,550.00 Please submit 2 sets of signed and sealed plans Est. Number of Days In ROW (If applicable) PLEASE PRINT March 25 2015 Today's Date Total Amount Paid $1,550.00 Make checks payable to: Board of County Commissioners Receipt # Approval is hereby requested by (Ownpx Name) Breault Construction, Inc. Far the purpose of ROW permit 1s to construct a ane ansi on a � At/on (project street Address) Lakeland Avenue Lakeland Avenue north of W Lot No. Block Subdivision Folio No. 001623200 Unit Tract Sec. S24 Portion of Tract N E S W Twp. T48 Rge.R25E, Parcel 57 E. Property Owner's Info. Name Breault Construction, Inc. Contractor/ Agent information Name Hole Montes, Inc. Contact Name Bryon Adamczyk Contact Name any o e, Mairiing Add. 4110 Enterprise Ave., Ste. 214 Mailing Add. 950 Encore Way 239/254 -2000 ......1. —., . "� .�", ' ��,-� �!b-- -- ��.- I t:oniraciol"S License Number I terrycole(gMmeng com 1. Work shall be performed in accordance with approved plan, 4. If the application is made by any person or firm other than the owner of Conditions of Permit appearing on reverse side, stipulations the property Involved, a wditen consent from the property owner shall specified as part of this permit and in accordance with Collier be required prior to processing of the application. County Ordinance #0949 and the "Public Right -of -Way 5. Growth Management Division approval does not exempt the permittee Construction Standards Handbook," latest edition. from gaining approval from any State, Federal or Local Agencies having 2. Applicant declares that prior to filing this application he has jurisdiction over the proposed work. ascertained the location of all existing utilities, both aerial and 6. 1 have read the Collier County Right -of -Way Permit Notes and underground. Any changes to any utility shah be the responsibility Conditions and agree to conduct all work in accordance with the County of the Permfttee for all cost Ordinance #09 -19, as amended and all applicable all County and State, 3. This permit is contingent upon Perrnittee obtaining necessary codes and taws, as amended. Under penalties of perjury, I declare that rights of entry for construction and maintenance where required I have read the forgoing permit application and that facts stated in It are right- of-way for public use has not been dedicated and accepted by true. ( / Collier County. 1--2� SIGNATURE Packet Page -401- 7/7/2015 9.F. QUALHURS PAGE ACKNOWLEDGEMENT OF COLLIER COUNTY REGULATiONS Application is hereby made to Dbtaln a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The permit or application fee may have additional fees imposed for failing to obtain permits prior to commencement of construction. The approved permit and/or permit application expires If not commenced within 180 days from the date of issuance. The permittee further understands that only licensed contractors may be employed and that the structure will not be used or occupied until a certificate of occupancy is issued_ By signing this permit application, I agree that I have been retained by the owner /permitiee to provide wntracting services for the trade fvr which I am listed. Furthermore, It Is my responsibility to notify the Building Review and Permitting Department should I no longer be the contractor responsible far providing said contracting services. I further agree that I understand that the review and issuing of this permit does not exempt me from complying with all County Codes and Ordinances. It Is further understood that the property owneupermiuee is une owner or me perms. Note: If change of contractor, please provide the following: Permit Number: E -mail Address: Tel: COMPANY NAME• Breault Construction, Inc. STATE LICBNSE NO: CBC 1259853 QUALIFIER'S NAME (PRINT) : Tim Breault QUALIFIER'S SIGNATURE: STATE OF: Timr4da NLa COUNTY OF: '-ca#iet''Vjawle, SI VORN TO (OR- AFFIRMED) ANVSTUJB CRI BED BEFORE MB THIS `-i / ! 1 WHO TS PERSONALLY KNOWN: ORAS PRODUCED ID: , PAULA R. PREVO NOTARY PUBLIC — MICHIGAN TYPE OF ID: (V� � C�'Y� WAYNE COUN NOTARY PUBLIC XIn*rlrrc ACTING iN THE COUNTY OF iMY CP}A.MI aS10N 10/31/ 16 IN ADDITION TO THi; REQUIREMENTS OF THis PEpmT, THERE MAY BE ADDITiONAi, RESTRICTIONS APPLICABLE= TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF 114i8 COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICT, STATE AGENCIES, OR FEDERAL AGENCIES. WARNING OF POSSIBLE DEED RESTRICTIONS THE LAND SUBJECT TO THIS PERMIT MAY BE SUBJECT TO DEED, AND OTHER RESTRICTIONS THAT MAY LIMIT OR IMPAIR THE LANDOWNER'S RIGHTS. COLLIER COUNTY IS NOT RESPONSIBLE FOR THE ENFORCEMENT OF THESE RESTRICTIONS, NOR ARE COLLIER COUNTY EMPLOYEES AUTHORIZED TO PROVIDE LEGAL OR BUSINESS- ADVICE TO THE PUBLIC RELATIVE TO THESE RESTRICTIONS, THE LANDOWNER OR ANY APPLICANT ACTING ON BEHALF OF THE LANDOWNER IS CAUTIONED TO SEEK PROFESSIONAL ADVICE. WARNiNG ON WORK IN COUNTY RIGHT -OF -WAYS THiS PERMIT DOES. NOT AUTHORIZE CONSTRUCTION OR INSTALLATION OF ANY STRUCTURE OR UTILITY, ABOVE OR BELOW GROUND, WITHIN ANY RIGHT- OF -WAY OR EASEMENT RESERVED FOR ACCESS, DRAINAGE OR UTILITY PURPOSES. THIS RESTRICTION SPECIFICALLY PROHIBITS FENCING, SPRINKLER SYSTEMS, LANDSCAPING OTHER THAN SOD, SIGNS, WATER, SEWER, CABLE AND DRAINAGE WORK THEREIN. IF SUCH IMPROVEMENTS ARE NECESSARY, A SEPARATE PERMIT FOR THAT PURPOSE MUST BE OBTAINED FROM TRANSPORTATiOWROW PERMITS AND INSPECTIONS (239) 252 -6192. ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF �OMMENGEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CQNSULT WITH YOUR MENDER OR AN ATTORNEY EFO NOTICE OF Per Flodda Statutes 713.135 a Notice of Commencement (NOC) Es required for construction of lmpmvemenh totarmg more than $Z6W. with certain exceptions. ForA/C Replacements a notice a; commencementis required for Improvements more than 57,500. The applicant shall fliawith the Issuing atMajity prior to the first inspec -uon corded N 0 or a notarized statement that the NOG has beat fled for recording, along with a copy thereof. InordertYo comply With the state requPaCketPa e- 402 - inspectiOttholdt$ ttiiproofofiheNOCfs tslsdvdth the building permitting and inspection depwtrwmL The Issuing authority shall not perform or approves sequent Inspections until the applicant lies by mail, facsimile, hand delivery, emall or 7/7/2015 9.F. J.D. DEVELOPMENT, LLC 101 Terrace Drive Lake Geneva, Wisconsin 53147 February 25, 2015 RE: J.D. DEVELOPMENT, LLC TO WHOM IT MAY CONCERN: This letter is written authorization for W. Terry Cole, P.E., Vice President, Hole Montes, Inc., to act on behalf of Legacy Estates (as Agent) in all matters pertaining to permitting from Collier County, South Florida Water Management District, and the Florida Department of Environmental Protection on the Legacy Estates ( "Project "). J.D. Development, LLC A Florida limited liability company By: James Drescher J.D. Development, LLC MJ4nagjd'g-Giber and Authorized Signatory: By: 1J ,iam4 Drescher, Managing Member Date: STATE OF W tSGoNSi A3 COUNTY OF m t L-w Au Ki£. Before me personally appeared James Drescher. Managing Member to me well [mown and known to be the person described in and who executed the foregoing instrument, and acknowledged to and before me that he executed said instrument for the purposes therein expressed. WITNESS my hand and official seal this S day of 1114fA , 2015. Legacy Estates - Ltr. of Authorization 150225 Packet Page -403- SEAi. - 7/7/2015 9.F. My Commission Tisphes, is. pxcratnea . Legacy Estates - Ltr. of Authorization 150225 C oS41plk li' riet tary Public u of W, SCO.Wsiri Packet Page -404- 7/7/2015 9. F. Utilities Conveyance Checklist -� POTABLE WATER, NON - POTABLE IRRIGATION WATER AND WASTEWATER FACILITIES ACCEPTANCE Today's Date: April 28, 2015 Page 1 of 3 Rev. 10/2006 Packet Page -405- Project Name: LEGACY ESTATES Project No.: PL20140002627 ARM N/A Legal Documents NIA In review item accepted Item Needed Notes 1. ❑ ❑ ❑ Attorney's Affidavit 2. ❑ ❑ ❑ Owner's Affidavit 3. ❑ ❑ ❑ Warranty Deed /Bill of Sale with Exhibit B per Utilities Standards and Procedures Ordinance Section 10.2.6 4. ❑ ❑ ❑ Utilities Facilities Securities Subordination (required when any security interest in the utility facilities /systems is involved). UCC -1(s) can be subordinated by a Subordination or by use of UCC -3(s) if not released by Subordination. 5. ❑ ❑ ❑ Deed of Utility Easement - Copy of last Deed that conveyed title of the Associated Real Property and Copy of all Utility Easements then being conveyed to the County, including legal description with Surveyor's Sketch of Easement. (Utility easements are not required provided all utility facilities then being conveyed are in public right -of way, are in then existing utility easements, or are in CUEs) 6. ❑ ❑ ❑ Utilities Performance Security (UPS) 10% of Total Cost Ip us ❑ ❑ ❑ Final Obligations cash bond of not less than $4,000 (AR -5939 & above) 7, ❑ ❑ ❑ Final Release of Lien from Utility Contractor for the system(s) or portion(s) thereof constructed 8. ❑ ❑ ❑ ID number or Folio number of Property 9. ® ❑ ❑ Facilities Lease (when applicable) 10. ® ❑ ❑ Facilities Lease (including Sub - Developer) use Form 10.1 Page 1 of 3 Rev. 10/2006 Packet Page -405- CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97 -17, AS AMENDED Page 2 Tests, Certifications and Supplemental Documents 7/7/2015 91. N/A In Item revi ew accepted Item Needed Notes 1. ❑ ❑ ❑ Video tape of constructed gravity sewer (Sewer Report & Master Utility Sheet) 2. ® ❑ ❑ Certification of pressure testing of wastewater force mains by Engineer of Record 3. ❑ ❑ ❑ Certification of the infiltration /exfiltration tests for the sewer lines by Engineer of Record 4. ❑ ❑ ❑ Coating certification from the manufacturer or a professional testing laboratory for all manholes, wet wells and valve vault. 5. ® ❑ ❑ Lift station(s) start up report(s) 6. ® ❑ ❑ Electrical Contractor's certification of Lift Station electric service wire sizing and voltage drop pursuant to National Electrical Code Specifications 7. ® ❑ ❑ Start-up and successful testing of Data Flow telemetry equipment n (AR -7936 & above) 8. ❑ ❑ ❑ Certification of pressure testing of water and non - potable irrigation mains by Engineer of Record 9. ❑ ❑ ❑ Letter by Engineer certifying that all water, non - potable irrigation and /or sewer facilities are located within the public right -of -way or dedicated easements 10. ❑ ❑ ❑ One year (1) Warranty on work performed and system(s) or portion(s) thereof installed by Utilities Contractor 11. ❑ ❑ ❑ Engineer's Final Payment Confirmation 12. ❑ ❑ ❑ DEP Certification and copy of General Permit for WATER facilities (including interim facilities, if applicable); In- Service Letter to be forwarded when received 13. ❑ ❑ ❑ DEP Certification and copy of General Permit for SEWER facilities (including interim facilities, if applicable); In- Service Letter to be forwarded when received 14.0 ❑ ❑ DEP Certification and copy of General Permit for (RECLAIMED) NON - POTABLE IRRIGATION WATER facilities (including interim facilities, if applicable); In- service Letter to be forwarded when received . ❑ ❑ ❑ Lab results on bacteriological tests for potable water mains Page 2 of 3 Rev. 10/2006 Packet Page -406- Office Use Only below this line ❑W ®W /S ❑s ❑IRR Page 3 of 3 Packet Page -407- Rev. 10/2006 CHECKLIST 7/7/2015 9.F. WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97 -17, AS AMENDED Page 3 16. ® ❑ ❑ Satisfactory Test Reports and Certification of backflow device by Certified Laboratory. 17. ❑ ❑ ❑ Verification of Final Cost (Include materials and labor, misc.) Cost breakdown — County /Private (materials only) i.e. detailed quantities, sizes, unit cost, total cost, etc) 18. ❑ ❑ ❑ Letter from Engineering Inspections certifying that the Preliminary Inspection reveals that the utilities system(s), or portion(s) thereof, has been constructed in accordance with County Ordinances and Regulations including the required color for piping. 19. ® ❑ ❑ Letter from the Fire District regarding ownership and maintenance of fire hydrants 20. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District Engineering Documents NIA In Item review accepted Item Needed Notes 1. ® ❑ ❑ Three (3) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water, non - potable irrigation water OR wastewater system(s) or portion(s) thereof 2. ❑ ❑ ❑ Five (5) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water AND wastewater and /or non - potable irrigation water system(s) or portion(s) thereof 3, ❑ ❑ ❑ One (1) computer - generated disk of files in accordance with Section 10.4: Record Drawings of the Utilities Standards and Procedures Ordinance 4, ® ❑ ❑ Longitude and latitude shall appear on detail sheet. (AR -7936 & above) Office Use Only below this line ❑W ®W /S ❑s ❑IRR Page 3 of 3 Packet Page -407- Rev. 10/2006 7/7/2015 91. Coley County �. COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252 -2400 FAX: (239) 252 -6358 v GETA ;TlON REN10V At AND SETE -FILLING APPLICATION ADC eCticr.4.06.104 C' -apter 4 E.4 at Vt :administrative .Code PETITION NO (AR) PROJECT NAME PROJECT NUMBER For Staff Use Only DATE PROCESSED /DUE DATE ASSIGNED PLANNER Staff Comments /Vegetation Inventory: ABOVE TO BE COMPLETED BY STAFF APPLICANT CONTACT HNI O RMA T CON Name of Owner(s): Tim Breault, Breault Construction, Inc. Address: 4110 Enterprise Avenue, Suite 214 City: Naples State: Florida Zip: 34104 Telephone: 239 776 -7844 Cell: N/A Fax: N/A E -Mail Address: tbreaul1 @gmail.com Name of Agent: W. Terry Cole, P.E. Firm: HOLE MONTES INC. Address: 950 Encore Way City: Naples State: Florida Zip: 34110 Telephone: 239 254 2000 Cell: N/A Fax: 239 254 -2099 E -Mail Address: terrycole @hmeng.com PROs E ; %TY ;N F0lti,,4ATr;,+N Legal Description of Property: S24, T48, R25E (PARCEL 57) Detailed location /description of property (street address, if available) and directions (nearest intersection): Lakeland Avenue and Immokalee Road Reason for proposed clearing/filling: Development of residential lots. 11/14/2013 Packet Page -409- Page 1 of 2 n 7/7/2015 9. F. Cff e-r Cmnty n, COLLIER COUNTY GOVERNMENT 2_900 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.collierizov.net (239) 252 -2400 FAX: (239) 252 -6358 SUBMITTAL REQ IRE- AlIE:'TS See Chapter 4 E.5 of the Administrative Code for additional information regarding submittal requirements. X Completed Application (download from website for current version) IX Disclosure of ownership (Warranty Deed or Tax Statement) ❑ No Vegetation Removal (Exempt) X Vegetation Removal requirements, if requested: • Generalized Vegetation Inventory • Generalized Written Assessments and Evaluation • Site Plan with area requested for clearing delineated ■ A Vegetation Relocation Plan, if applicable ■ A Management Plan, if applicable ■ Environmental Data Requirements pursuant to LDC subsection 3.08.00 A, if required ❑ Site Stabilization Plan for areas impacted by vegetation removal and /or site filing X Site Filling requirements, if requested: X Site Filling/Grading Plan ❑ Site Re- Vegetation Plan Fee Requirements: uK Permit Fee: $250 up to the 1" acre and $50 per acre for each additional acre or fraction thereof (Maximum of $3,000) 5.0 Ac. - 1.5 Ac. (Previously cleared with original approval) AI! checks payable Co: Board of County Commissioners 3.5 Ac. (I Ac. $250 + 3 Ac. @ $50 = $400.00) The completed application, all required submittal materials and fees shall be submitted to: Growth Management Division /Planning and Regulation ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 W. Terry Cole, P.E., Agent 4 affirm that I am the owner /agent of the property described in this application, and that I understand and will comply with the above conditions of this permit. I have read and understand Coll etrf my Land Development Code 4.06.04 and I agree to the conditions of this permit. fE �iI�1r..I Ile I ALSO AEE�EIATaF.BEJQ 1TION AND /OR MAINTENANCE OF THE RE- VEGETATION ARE NOT COMPLETED BY THE RI`' imiy- 11AT'EI -R& *� �titILL PERFORM THE RE- VEGETATION AND /OR MAINTENANCE AND PLACE A LIEN ON;01eVOPER'Y*TQ RE P. =OST. * November 24, 2014 sig4tji*i �K3 agnt Date W. Ji° r � a " P. E. Printed Name /Title 11/14/2013 Packet Page -410- Page 2 of 2 11/11/2014 11:55 TEL 92542099 11 It LAND REVEL PMENT CCTV ADDREsSIHG 7/7/2015 9.F. COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISIONI NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2AOO FAX (239) 252 -5724 1NWW.COLLIERGOV.NET ADDRESSING 0JEC -14; iST Please complete the following and fax to the Operations Departm at 239 - 252 -5724 or submit in person to the Addressing Department at the above address, Fo rm must be s" ned by AddMsiaq personnel Prior to ora� a2pfication meatier se allow 3 days _f rr psgcssing, Not alt items will apply to every project. items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 morrths will require additional review and approval by the Addressing Department, I I PETITION TYPE ()ndicato type bblow, complete a separate AddresBUrg Chticklist for each Petition typo) i ❑ St. (Blasting Permit) ❑ sop (Site Development Plan) ❑ B0 (Boat Dock Extension) 17 C3mlval /Circus Permit ❑SPA (SDP Amendment) ❑ SO�PI (Insubstantial Change to SOP) CU (Conditional Use) ❑ SIP, (Site Improvement Plan) EXP (Excavation Permit) ❑ FP (Final Plat ❑ SIP, 1 (Insubstantial Change to SIP) Q S14R (Street Name Change) ❑ LLA (Lot Line Adjustrnent) ❑ SNC (Street !Name Change — Unplatted) ❑ PINC (Project Name Ghange) [D TElR (Transfer of Development Rights) Q PPP (Plans & Plat Review) ❑ VA (Variance) ❑ PSP (Preliminary Subdlvision Plat) V9P (Vegetation Removal Permit) R ❑ PUD Rezone VJSFP (Vegetation Removal & Site Fill Permed) ❑ R7_ (Standard Rezone) ❑ O HER i LEGAL DESCRIPTION of subject property or properties (copy oftcngttly description may be attached] $24, T48, 825E (PARCEL 57) FOLIO (Property ID) NUMBER(s) of above (attach to, or assoc+ata with, iogal description if more than one) 00162320000 j STRE ET ADDRESS or ADDRESSES (a8 applicable, if already assjgnwd Lakeland Avenue, Naples, Florida 34109 • LOCATION MAP must be attached showing exact location of proje�tsite In relation to nearest public, road right - ot -wa y • SURVEY (copy - needed only for unplatted properties) PROPOSED PROJECT NAME (if applicable) Legacy Estates PROPOSED STREET NAMES (if applmable) SITE DEVELOPMENT PLAN NUMBER (for exisriny pro/eGS/slfas amyl SDP or AR or FIL Packet Page -412- 11/11/2014 11'56 TEL 92542099 H M LAND DEVELOPMENT + CCTY ADDRESSTN 7/7/20,15 9.F. C.00ie'r Ci7wnty COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ 2000 NORTH HORSESHOE DRIVE PLANNING AND REGUt_ATION NAPLES, FLORIDA 34104 (239) 252.2400 FAX (239) 252.5724 WWW.COLLIERGOV.NET Project or development names proposed for, or already appearing in, COnclominium documents (if appliWion; indicate whether proposed or existing) Please Check One, [) Checklist Is to be Faxed back © Personally Picked Up APPLICANT NAME: Tobi D. Charbonneau for W. Terry Cote, P.E. (Agent) PHONE 254 -2021 FAX 254 -2099 Signature on Addressing Checkrist does not constitute Project and /or Street Name approval and is subject to further review by the Operations Department. FOR STAFF USE ONLY FLN Number(Primary) _M 6�?3:2t)LJ0() Folio Number Folio Number Folio Number otApproved by: Date. Updated by; Date: o..�rr.R HA;`Y £= MIO?vTHwy. i'c:.FiSM 110.;S"_"' E Packet Page -413- 7/7/2015 9. F. COLLIER COUNTY GROWTH MANAGEMENT DIVISION / PLANNING AND REGULATION STORMWATER AND ENVIRONMENTAL PLANNING SECTION VEGETATION REMOVAL & SITE FILL PERMIT VRFSP: PL20140002627 Owner Information OWNER NAME: TIM BREAULT, BREAULT CONSTRUCTION, INC. ADDRESS: 4100 ENTERPRISE AVE SUITE 214 NAPLES, FL 34104 TELEPHONE: (239) 776 -7844 APPLICANT INFORMATION APPLICANT NAME: HOLE MONTES, W. TERRY COLE, P.E. AGENT ADDRESS: 950 ENCORE WAY NAPLES, FL 34110Hole Montes, Inc. TELEPHONE: (239) 254 -2000 Location I PERMIT INFORMATION I Current Date: May 14, 2015 This permit for VRSFP- PL20140002627 Proiect Name: Legacy Estates (ICP) must be posted on site, authorizes the agent of Hole Montes to remove vegetation, fill /grade and re- vegetate in accordance with the following conditions, per Collier County Land Development Code Section 3.2.8.3.6. Any work constructed under this permit is at the owners own risk and if the SDP /PPL is not approved the property owner will be responsible for revegetation of the site. THIS PERMIT WILL EXPIRE ON: November 14, 2015 Activities allowed by this permit are as follows: Clearing, filling and grading associated with Legacy Estates as identified in Insubstantial Change to PPL- 2002 —AR 5964 plans by Hole Montes, PL 20140002627, dated 4/17/15, signed by W. Terry Cole. A Vegetation Removal & Site Fill Permit Bond has been collected in the form of a cash bond in the amount of $17,500.00. I STANDARD GENERAL CONDITIONS I GENERAL CONDITIONS: 1. This permit must be kept on site, and be available for inspection by County, State, and Federal officials. Packet Page -415- 7/7/2015 9.F. 2. This permit does not obviate the owner /agent from obtaining required permits of County, State, and Federal n jurisdictional agencies; specifically the Army Corps of Engineers. 3. No other protected vegetation shall be injured in any way, including root systems. 4. Within one month of clearing, vegetation debris shall be removed from the site to an authorized waste facility. 5. Issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. This pen-nit is conditioned on all other applicable state or federal permits being obtained before commencement of the development. Specific Conditions 6. This permit is effective on May 14, 2015 and expires at 11:59 p.m. on November 14, 2015. 7. Vegetation may /shall be removed by using mechanical/hand removal means. 8. Protective barricades shall be in place prior to commencement. 9. Should non — exotic protected vegetation be injured in any way, in —kind replacement shall be required. 10. This permit requires annual maintenance (exotic removal) as required by Land Development Code Chapter 4.06.05. For the Environmental Review Department Dated For the Engineering Services Department Dated cc: Inspections Supervisor, with attached Plans Reading File Packet Page -416-