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Agenda 06/23/2015 Item #16A16Proposed Agenda Changes Board of County Commissioners Meeting June 23, 2015 Move Item 16A16 to Item 9C: 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. (Commissioner Hiller's request) Move Item 17E to Item 91): Recommendation to approve an Amendment to the Collier County Purchasing Ordinance (Ordinance Number 2013 -69). (Commissioner Taylor's request) Move Item 16D15 to Item I IG: Recommendation to approve a temporary signage program during the 2015 summer break to place temporary YMCA /CAT signs on select CAT bus stop poles. (Commissioner Henning's request) Move Item 16D5 to Item I I H: This item to be heard immediately following Item 9C (1" 16): Recommendation to approve a standard Donation Agreement that allows JD DEVELOPMENT 1 LLC, a foreign limited liability company, to donate a 1.14 acre parcel along with a management endowment of $4,440.30 to the Conservation Collier Land Acquisition Program under the offsite vegetation retention provision of the Land Development Code LDC Sec 3.05.07H.l.f.iii. (b), at no cost to the County, and authorize the Chairman to sign the Donation Agreement and staff to take all necessary actions to close. Companion to Item 16A16. (Commissioner Hiller's request) Move Item 16F6 to Item 11I: Recommendation to award RFQ 15 -6433 Production of the Tourism Guide to Miles Media Group, LLLP and authorize the Chairman to execute the County Attorney approved contract and make a finding that this action promotes tourism. (Commissioner Taylor's request) Move Item 16F12 to Item I IJ: Recommendation to approve the Second Amendment to the Agreement between Economic Incubators, Inc. and the Board of County Commissioners. (Commissioner Taylor's request) Add On Item IIK: Recommendation to provide guidance to the County Manager in response to the Clerk of Court's unilateral decision to withhold presentation of selected expenditures to the Board for determination of valid public purpose and payment authorization. (Staff s request) Time Certain Items: Item 9C (Moved from 16A16) to be heard at 4:00 p.m. Proposed Agenda Changes Board of County Commissioners Meeting June 23, 2015 Page 2 Note: Item 16A21 Recommendation to review the April 2015 beach survey results and endorse a staff recommendation to not renourish the Vanderbilt, Pelican Bay, Park Shore or Naples beaches in the Fall (November) of 2015. Direct staff to obtain a permit modification to renourish the Clam Pass Park beaches after the 15 year beach renourishment permit is issued from Florida Department of Environmental Protection and the United States Army Corps of Engineers. (Commissioner Henning's request) Item 16A25 Recommendation to approve Amendment to the Collier Metropolitan Planning Organization (MPO) Staff Services Agreement. The attestation signature on Page 2 of the Amendment to MPO Staff Services Agreement should read as follows: Interim Collier MPO Executive Director. (Commissioner Taylor's request) Item 16E5 Recommendation to waive competition for Wesco Turf as a sole source vendor to exceed $50,000 spending limit for Fleet Management parts /service • Fiscal Year expenditures will not exceed $100,000 without Board approval. (Staffs request) Item 16F6 Recommendation to award RFQ 15 -6433 Production of the Tourism Guide to Miles Media Group. LLLP and authorize the Chairman to execute the County Attorney approved contract and make a finding that this action promotes tourism.: Advisory Board Recommendation has been added: The Tourist Development Council recommended approval (5 -1) of this item at the June 22, 2015 meeting. (Staffs request) 6/23/20" 8 :47 AM 6/23/2015 16.A.16, 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 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 -926- 6/23/2015 16.A.16. 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 IMPACT: 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% coast. est.) $4,183.84 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. Packet Page -927- 6/23/2015 16.A.16. 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. 10.02.04.134, 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 (ranting 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 -928- 6/23/2015 16.A.16. 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 govenunent 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 froin 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. 6.06.01.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 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 -929- 6/23/2015 16.A.16. 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 collierL,ov net /ftp /AL,endaJune23l 5 /Gro-,vthM -mnt /LeLaev Estates back - upmaterial.pdf Packet Page -930- 6/23/2015 16.A.16. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.16. Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of 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: HouldsworthJohn Title: Site Plans Reviewer. Senior, Growth Management Department 5/23/2015 10:39:00 AM Approved By Name: McLeanlviatthew 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: Casa] anguidaNick Title: Deputy County Manager, County Managers Office Date: 6/11/2015 8:57:56 AM Name: StoneScott Packet Page -931- 6/23/2015 16.A.16. 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 -932- 6/23/2015 16.A.16. lj� O i�moo UmNwHD Li Ep, I z E3 w Packet Page -933- al NI vi A O O Packet Page -934- 6/23/2015 16.A.16. 6 2z o e c z A w Cn C\2 C/o z O UD Cn n6 z z RR H2 -t 6n —86 OHN ga 'z j tl , Packet Page -934- O O kn Cat E- CD M 'o 1z. 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H: \2007 \2007018 \SS \LD \LEGACY - EOPC 150415.x15x Packet Page -937- cngineers ypinlon of Probable Cost LEGACY ESTATES - INSUBSTANTIAL CHANGE RESIt>IRMITTAL HM FILE NO.: 2007018 24- Mar -15 Note: This estimate includes all items to reflect the required changes to the existing conditions. I Description Quantity I Units unit cost Total 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) 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 j $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 dill and Remove Existing Asphalt Silt Fencing Swale /Berm Grading 400 2,015 1,765 1 570 LF SY LF j LF $4.50 $2.00 $2.00 j $7.50 $1,800.00 $4,030.00 $3,530.00 $11,775.00 Subtotal Site Grading & Earthworks _ $21,135.00 Water and Sewer Totals � �_ � - $23,400.00 I Site Work Totals $185,948.50 _ TOTAL $209,348.50 j Utility Review Fee (0.75%) Utility Inspection Fee (2.25%) �- $175.50 $526.50 Subtotal Utilities $702.00 Site Work Review Fee (0.75%) Site Work Inspection Fee (2.25%) $1,394.61 $4,183.84 Site Work 1 $5,578.46 Subtotal Total Fees Due T 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.x15x Packet Page -937- 6/23/2015 16.A.16. HOLE MONTES �urnacvac • 71ANNERS • 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 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 tiansition and sight distance. The lane shifts occur within the proposed 30' 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. H: \2007 \2007018\ WP\LD \ICP & FP 2014 \DEVIATION \JM 150417 ROW Width -Lakeland Avenue.docx Packet Page -938 -' 6/23/2015 16.A.16. The proposed change does not create any life, safety, or health issues. o The proposed W 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 MONIES, INC. f W. Terry Cole, P.E. Vice President WrC:tdc K \�L107\=Mg\WP\LD \ICF & FP 2M4 \DMATM\jM 150417 ROW Width - iakeland Avenuedo�c Packet Page -939- 6/23/2015 16.A.16. Enwo HOLE MONTES 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). H: \2007\2007013 \1AT \LD \ICP & FP 2014 \DEVIATION \JM 150417 ROW Width - Legacy Court.docx Packet Page -940 - Naples • Fort Myers 6/23/2015 16.A.16. This concludes our Deviation request. Should you require additional information, please feel free to contact our office. Very truly yours, HOLE MONTES, INC. J/J W. Terry Cole, P.E. Vice President WTC:tdc 1-1: \2007 \2007018 \WP \LD \ICP & FP 2014 \DEVIATION \JM 150417 ROW Width -Legacy Court.docx Packet Page -941- 6/23/2015 16.A.16. Growth Management Department Engineering & Natural Resources Division April 24, 2015 Terry Cole Hole Montes 950 Encore Way Naples, FL 34110 i' 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. Respe¢?fu 'ly, Jack McKenna P.E. °County Engineer cc: John Houldsworth Engineering & Natural Resources Division s 2800 North Horseshoe Drive ® Naples, FL 34104 0 239- 252 -2400 Packet Page -942- ICP PL 20140002627 LEGACY ESTATES VERSION DESIGN SPEED= 30 M.P.H. POSTED SPEED= 30 M.P.H. 5/4/2015 Packet Page -943- 6/23/2015 16.A.16. T -- ----------------------- I \ I \ PROPOSED 30' MDE 30' I 30' TRACT RI (PUBLIC ROADWAY) EXISTING EDGE OF I 6' SOLID WHITE PAVEMENT I I'. EDGE LINE I L Ito' --4 —CONSTRUCT CONSTRUCT 5' WIDE CONC. SIDEWALK (TYP) ( SINGLE 6' SOLID I I I STOP SIGN YELLOW CENTERLINE i (,'., -I d. R1 -1 GATE k WALLS -ENTRY v — L — 24' WIDE SOLID WHITE PAINTED STOP BAR 1 d.EGAGY COURT ' a 12' HIDE SOLID WHITE PAINTED CROSSWALK - ---- --� - -� 4 ��— ENTRY GATE I k WALLS I / 1 1O' I SINGLE 6' SOLID J YELLOW CENTERLINE I I (100 LF.) I 6' SOLID WHITE 30' 30': EDGE LINE I j I I I II I I I I I Ii SINGLE SOLID I PROPOSED 30' WIDE I YELLO) C NTERUNE ' `�� TRACT R7 I (PUBLIC ROADWAY) CONSTRUCT 5' WIDE I I CONC. SIDEWALK (TYP) -- — — — — — I \\ t I I, I I I I I 6' SOLID WHITE I; SINGLE 6' SOLID I EDGE LINE j YELLOW CENTERLINE Z� f I Q I i o 30 L139' W I LANE TRANSITION I FEET Y: I. SCALE IN al I EXISTING EDGE OF I i I I i I 1 12' 10' ---- -- 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 -943- 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). Development Review Division • 2800 North Horseshoe Drive • Naples, Florida 34104.23 202 -2400 • v�kivvr.colbmovnet Packet Page -944- 6/23/2015 16.A.16. 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 -945- 6/23/2015 16.A.16. I urge you to take a close look at the site plans to see the traffic pattem. "fore than 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. 1 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 -946- 6/23/2015 16.A.16. November 26, 2014 FP PL20140001803 REV: 1 Paula Brethauer, Project Coordinator - Client Services LEGACY ESTATES 1 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 Matt'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 -947 - (ti��t�S `�; i fvlVcfS 6/23/2015 16.A.16. u u Paula Brethauer, Project Coordinator - Client Services COLLIER TER COUNTY GOVERNMENT RE: LEGACY ESTATES - MINOR SUBDIVISION PLAT (FP) November 26, 2014 HM File No.: 2007018 Page 2 of 4 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 25 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 \ICP & FP 2014 \FINAL PLAT \PB 141126 Minor Subdivision Final Plat.docx Packet Page -948- 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - MINOR SUBDIVISION PLAT (FP) November 26, 2014 HM File No.: 2007018 Page 3 of 4 • Fourteen (14) copies of the plat (signed and sealed) M • 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\2007018 \WP \LD \ICP & FP 2014 \FINAL PLATS nu 1 /I' ")f 1k 4 ' ._ c..1.,Lvision Final Plat.docx Packet Page -949- 6/23/2015 16.A.16. Paula th ■Breauer, Project Coordinator - Client Services CVT T UR r- Vrl \T T 1 GV ��ERl, \1t1E1,� r 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. 04" 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 \ICP k FP 2014 \FINAL PLAT\ PB 141126 Minor Suhdivision Final Platdocx Packet Page -950- U AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) 6123/2015 16.A.16. Tiirn Breault (print name), as President (title, if applicable) of Breauli Co 1c. (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 imppSe¢byrth�aoproved a ce President of Hole N y p 5. Well authorize WW Ilerr y �Q1Iee, t' C , to act as our/my re resentative in any matters regarding this petition including 1 through 2 above. "Notes: • if the applicant is a corporation, then it is usually executed by the core. pres. or v. pres. • If the applicant is a Limited Liability Company (L.L.C.) 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 dse the appropriate format for that ownership. Under penalties of perjury, I declare that t have read the foregoing Affidavit of Authorization and that the facts stated in It are true. Signature Ddte STATE OF FL-£ MDA M e 1 � r COUNTY OF C�OL-LMR lW tXf�� The foregoing instrument was sworn to (or affirmed) and subscribed before me or r %I (date) by 7`%l y � 16r&UA:Z t- r (name of person providing oath or affirmation), as who is personally known to or who has produced p&A&*P (type of identification) as identification. f STAMP/SEAL Si nature of Notary Public PATTI A. OHANNESIAN NOTARY PUBLIC - STATE OF MICHnM COUNTY OF WAYNE MY Commission Expires March 152M9 CP\os- COA -001 15,155 ACWn8 in the County of WAYNE REV 324111 Packet Page -951- 6/23/2015 16.A.16. u � HOLE MONIES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Wav • NAnles, Florida 34110 • Phone 239.95A. ?Q9p •Fax: 739,9;4,9n99 February 11, 2015 Paula Brethauer, Project Coordinator - Client Services LE ACY ESTATES 3 LEGACY ESTATES COLLIER COUNTY GOVERNMENT DATE: 2/18/15 2800 North Horseshoe Drive DUE: 3/11/15 Naples, Florida 34014 RE: LEGACY ESTATES (Final Plat) 2nd Review Re- submittal Response Comments Collier County PL20140001803 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 -952 - f4dpl= - rUIL lvlytlJ 6/23/2015 16.A.16. Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - Collier County PL20140001803 2nd Review Re— submii+al Response Comment s 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. 3. Please provide HOA Draft upon receipt. Response: The draft HOA documents will be provided upon receipt. 4. Please 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. Please 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 20I4 \FINAL PLAT \2nd Re- submittal \P8150211 2nd Review Final Plat Resubmittal Comments docx Packet Page -953- 6/23/2015 16.A.16. Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - CoIlier County P120140001803 2 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 RI. 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 do x Packet Page -954- 6/23/2015 16.A.16. � � Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - CoIlier County FL20140001803 2nd Review Re- submittal nngo Rwanr Co:nmn.ts 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. 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 \ICP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Conunents docx Packet Page -955- 6/23/2015 16.A.16. '1� 1-� 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 5 of 8 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 preservation/mitigation. 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 BALUCH 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 \ICP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Coaunents.docx Packet Page -956- Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - ColIier County PL20140001803 2nd Review Re- submittal RPAnnn— ('n,.+..,....a.. HM File No.. 2007018 February 11, 2015 Page 6 of 8 6/23/2015 16.A.16. 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 Iot 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 Iots. 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 (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. H: \2007 \2007018\ WP \LD \1CP & FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Comments docx Packet Page -957- 6/23/2015 16.A.16. Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - CoIlier County P120140001803 zed R e vi W Re- g»1v;niH ; se �.oy1 Response Comments HM File No.: 2007018 February 11, 2015 Page 7 of 8 5. 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. 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 revieiving 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 Latins), please include minimum FFEs for each lot (as shevvn 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 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 Conunents docx Packet Page -958- 6/23/2015 16.A.16. Paula Brethauer COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES (Final Plat) - Collier County PL20140001803 2nd Review Re- subr_+ittal Response Comments HM File No.: 2007018 February 11, 2015 Page 8 of 8 • 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 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 Should additional information be required, H: \2007 \2007018 \WP \LD \ICP d, FP 2014 \FINAL PLAT \2nd Re- submittal \PB 150211 2nd Review Final Plat Resubmittal Comments.docx Packet Page -959- 6/23/2015 16.A.16. HOLE: MONTES ENGINEEPS . PLANNERS • SURVEYORS 950 Encore Wav • Naa(es, FMorir_;i 34110 - Phan= 73g.)' *, min . PYy. 'j,�a 7;a ?n c 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 Ietter dated February 26, 2015. We offer the following responses: ENGINEERING SUBDIVISION REVIEW - 1OHN 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 does 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 does be submitted and approved prior to plat recordation. Packet Page -960- IYLttJIvJ ", +il my z;I5 Paula Brethauer, Intake COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) 31D Re- submittal Response comments May 15, 2015 Page 2 of 5 6/23/2015 16.A.16. Please label Lakeland Avenue outside of the plat as "PUBLIC" and Lakeland Avenue within the plat as "PRIVATE ". Response: Acknowledged and revised as requested. 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 4/2/15, approved with a stipulation that the approved prior to plat recordation. we understand that the plat may be revised HOA does be submitted and Please provide plat easement approval letters from utility providers. Rev. 2. Please provide plat /easement approval letter from FP &L. The letter which was provided is for availability. Response. The FPL plat approval letter is attached. H: \2007\2007018 \WP \LD \ICP & FP 2014 \FINAL PLAT \3rd Re- Submittal \PB 150515 3rd Re- Submittal to FP.docx Packet Page -961- 6/23/2015 16.A.16. Paula Brethauer, Intake 1.-� COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) 3RD Re- submittal Response comments May 15, 2015 Page 3 of 5 COUNTY ATTORNEY REVIEW - JOHN 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). Please 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 \lCP & FP 2014 \FINAL PLAT \3rd Re- Submittal \PB 150515 3rd Re- Submittal to FP.docx Packet Page -962- 6/23/2015 16.A.16. Paula Brethauer, Intake `.% 11� COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) 3RD 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 - JODI 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 or 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 \11VP \LD \ICP & FP 2014 \FINAL PLAT \3rd Re- Submitta1\F5 150515 3rd Re- Submittal to FP.docx Packet Page -963- Paula Brethauer, Intake Q 6/23/2015 16.A.16. COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - (FP) PL20140001803) 3RD Re- submittal Response comments 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. W. Terry Cole, P.E., Vice President WTC:tdc Enclosures cc: J. Drescher w /enclosures B. Adamczyk w /enclosures H: \2007\2007018\ WP\ LD \ICP & FP 2024 \FINAL PLAT \3rd Re- Submittal \pB 150525 3rd Re- Submittal to FP.docr Packet Page -964- 6/23/2015 16.A.16. n VIk4n�1rrnYTN4 tr Lirivi tll llirl 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 =and nodes as shown on the attached calculations. A schematic of the system used to develop the computer ,,aput 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\Chloran-ii-ie—Dissipation—Report—I Packet Page -965- illlltli /it 0C'' 'ei -; g2347 • is o Q., 5 W�T P.E. �tFe, x ••�L o \ resident FSS 1 U IitIIIIitl$II�1\ Florida Registration No. 42347 6/23/2015 16.A.16. 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 pealc factor x 170 GPD / 1440 = 0.944 GPM x (4 of Units) GLOBAL DEMAND FACTOR 0.944/0.236 = 4.0 II:\2007\2007018 \WP \CHLORAMINE DISSIPATION ANALYSIS 150401.doc Packet Page -966- 6/23/2015 16.A.16. Legacy Estates Chioramine Dissipation Report 4/01/15 1 0 1 290 0.08 I .0 2 1 2 290 0.04 2.0 Total Time in Pipe = 3.0 Hx2007\ 20070181 SS\ Chloramine_Pipe_Time_150401 -XIS Packet Page -967- DATE = 04 -01 -2015 JOB NAME = 6/23/2015 16.A.16. e e� rei * * * * * * * * * * 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 INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6ul \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 MINE 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 O D E D A T A JUNCTION JUNCTION EXTERNAL JUNCTION Packet Page -968- DATE = 04 -01 -2015 JOB NAME = 6/23/2015 16.A.16. 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 -969- PU -PUMP LINE TK -STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 04 -01 -2015 JOB NAME = 6/23/2015 16.A.16. 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 1.65 125.50 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 -970- DATE = 04 -01 -2015 JOB NAME = 6/23/2015 16.A.16. 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 S I M U L A T I O N chloramine calcs. D E S C R I P T I O N (L A B E L) 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 #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 0 D E R E S U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION MEAD 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 -971- DATE = 04 -01 -2015 JOB NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 WAX 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 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 -972- 6/23/2015 16.A.16. 6/23/2015 16.A.16. 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 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. 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. %0111111111BSBs W TC:tdc m � -v �(,C `� C ,tom • w 1` °w� VTcWyz -Co P.E. a' S dent as�9O•. F L 0 ° Florid K� Wj )eKo. 42347 Packet Page -973 - H:\2007\200701 S\WP \Cblorarnine Dissipation Report_150202.doe 6/23/2015 16.A.16, CH LORa'.iNE DIS'PAT ION lii A'J', x � S NORMAL WATER USAGE CALCULATION Single Family = 2.5 persons x 154 GPD = 385 GPD 385 GPD / -.144'0 = 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) 1`• GLOBAL FACTOR Single Family Multi- Family = 0.10/0.27 =0.37 0.08 / 0.21 =.0.38 ASSUME 0.38 FOR BOTH 1-1: \2007\ 2007018 \WP \CHLORAMINEDTQQTDn -rtnrT A_KTALYSIS 141124.doe Packet Page -974- 6/23/2015 16.A.16. Legacy Estates Chloramine Dissipation Report 21102/15 Pipe # from Node' I to Node I Length (Ft) Velocity '_(Fels) Time in Pipe (Mrs) 1 0 1 290 0.01 8.1 2 1 2 290 0.01 8.1 Total Time in Pipe = 16.1 HA200712007018\" -' -' ' Time_150202.xis Packet Page -975- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 T %INPUT DATA FILENAME -------- - - - - -- C: \kypipe2 \6u1 \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 42 (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 -976- DATE = 02 -03 -2015 NAME = 6/23/2015 16.A.16. 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 #k2 LOSS HEAD (gpm) (ft) (ft) Packet Page -977- PU -PUMP LINE TK -STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 i. 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 -978- DATE = 02 -03 -2015 T ^� NAME = 6/23/2015 16.A.16. 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. D I P E L I N E R E S U L T S -)iATUS 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 42 LOSS HEAD LOSS VELO. 1000 (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 -979- DATE = 02 -03 -2015 JOB NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 6/23/2015 16.A.16. 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 A Packet Page -980- Strict School w �1 �u Collier �L y n .r 6/23/2015 16.A.16. 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: Il. Ownership /Agent Information: vner /Contract Purchaser Name(s): Avant /C'nntart PPrsnn' (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: 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 TTT nPvPinnment Information Date Project Data (Unit Types defined on page 2 of applicati on) Current Land Use Designation: Proposed Land Use Designation: Current Zoning: Project Acreage: _ Proposed Zoning: "°_ °gam`.' W- MA 9° ' 4,'W. x � � Unit Type: SF MF MH C G Total Units Currently Allowed by Type: Total Units Proposed by Type: 'c this a nhaSPri nrniect Yes or No If yes, please complete page 2 of this application. Date /time stamp: Packet Page -981- Q) m Q a) O N U Q) O Q a) L C O C m U .Q Q Q a) L w Q) a) Q. F- 0 U a) O a) 0- a) .Ch a) a) L Cn Y O G r; O.. O O v: a`> O, � Z 0 O 0 0 b U O 'O O U U y C N O I NO Packet Page -982- W Q L-1 6/23/2015 16.A.16. N 0 0 N O N O N O N N N`r'zzz� L 0 6/23/2015 16.A.16. Types of Reviews: School !...pact 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. Packet Page -983- ��trict School c1� H �J 6/23/2015 16.A.16. 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 ZLI 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. Collier Couv!/ For information regarding this application process, please contact the Students, Staff Projections, Allocations and Reporting Department at 239 - 377 -0254, Please check [4] 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: LEGACY ESTATES I. Project Information: 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 II. Ownership /A ent Information: nstrr Owner /Contract Purchaser Name(s): Breault Cozotlon, Inc. Agent/Contact Person: Tim Breault, President (Please note that if agent or contact information is completed the District will forward all information to that person) Mailing address: 4110 Enterprise Avenue, Suite,214�- "Naples; Florida 34104 Telephone #: (239) 776 -7844 Fax: Nip` Email tbreault @gmaiI.com ` ®oes �� ♦B�e`s I hereby c�e1�i }riQhe^ state en��� ,pnd /or information contained in this application with any attachments submitted herewith �,�trres,rlq correct tG� best of my knowledge. lb Own ®_ a Terry Cq(e,',}'.E:, ITT nairclnnmornf lninrmnf:..�, February 3, 2 15 Date Project° kta' {ZTnit T , fined on a e 2 of a lication Current L61;i -oil �� ® ®t� "on: Residential /p1RRRRRRO Proposed Land Use Designation: Residential Current Zoning: RSF -3 Proposed Zoning: RSF -3 Project Acreage: 5.0 C G Unit Type: SP ; ,. ; Ml= MH Total Units Currents Allowed b T e: 13 Total Units Pro osed b Type: 13 Is this a phased rooect: Yes or No YES: .,; If Yes, please complete page 2 of this application. Date /time stamp: Packet Page -984- 6/23/2015 16.A.16. .t Worksheet is required to be completed by the Applicant only,if ihe.,project is to be phased: UnitType Yrl Yr2 Yr3 Yr4 Yr5 Yr6 Yr7 . W8 Yr9 Yrl0 Yr I1 -20 20+ Years SF SF 7 6 25 -- -- - - - - -- -' MF 50 MF 0 0 - - - — -- - -- -- MH N/A MH _ C N!A C G N/A G Totals by Yr 75 25 25 25 -- Totals b Yr 7 6 - - - -- Grand Total 6 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 Unit Type Yrl Yr2 Yr3 Yr4 Yr5 Yr6 Yr7 Yr8 Yr9 Yrl O Yr 11 -20 20+ Years SF 25 25 25 25 -- -- - - - - -- -' MF 50 0 0 0 - - - — -- - -- -- MH N/A _ C N!A G N/A Totals by Yr 75 25 25 25 -- - - - - - - -- Packet Page -985- Grand Total 150 2 6/23/2015 16.A.16. 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 sand 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 availabier capacity to the applicant and the local government. If a project exceeds the adopted level of service starida.rds;. 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 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 proplats. 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 agrp@Ment being issued or a previously approved determination being modified and reissued. Packet Page -986- 6/23/2015 16.A.16. A.`' SALES CONTRACT (RESIDENTIAL VACANT LAND) NABOB I EgUAL NOUSINO H+a'+r r+r+bw�aol Rf 416ti � OPPORTUNITY SELLER: Anthony C. Albano BUYER: JD Development 1 LLC SELLER: Marie Gotfredo BUYER: ADDRESS: 8178 Fiesta Street ADDRESS: 101 Terrace Drive Brooksville FL 34613 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 ("Property11): 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 foltows :. ............................... $ 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.B.] ............................................... ............................... $ 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 closing agent within 15 days prior to closing shall be paid by wire transfer. All 19 international funds shall be paid by wire transfer. Ali 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 [K 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 closing, and SELLER shall vacate and give possession of the Property at the closing. 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 711/2014) Approved by the Marco Island Area Association of REALTORS, Inc. and the Collier County Bar Association. Page 1 of 8 Senal#:084110.400142- 6103676 ion" Intnma4nnal ! Annme/nlnanl crn Ir.rinlomnl�nnal r m 'l�OdOR'JgdO l i f l f. r Omnw.h t i "" 7 rin 3 In1n Rali+r Electronically Signed using eSignOnlinel[ Session ID : �- - ' - ' -8dc8- 7034aDd6a12c ] Packet Page -987- 6/23/2015 16.A.16. 31 4. METHOD OF PAYMENT [SELECT ONE. IF NO SELECTION IS MADE, A. SHALL APPLY]: MA. CASH: BUYER will 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 1.0. above, to be secured by a mortgage on the Property at [SELECT ONE. IF NO 35 SELECTION IS MADE, (1) SHALL APPLY] : 0 (1) an initial or ❑ (2) fixed rate of interest not exceeding % per year, for an 36 amortized term of years [30 years if left blank). BUYER shall apply for the loan not later than days after the Effective Date 37 110 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 (i) 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]: N 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 &orial# 084110 -400142- 8183875 o.nnnra.l h.r ilnnnic aarl c..nhlin ! Monroe pnoN+l Intamnfinnaf I Annnie r(li n�nloarooihenlnmoLnnol rnm 17'iveOR'lveQ Electronically Signed using eSignOnlineTM[ Session ID : Packet Page - 988- 1- 8dc8- 7034a0d6a12c ] 6/23/2015 16.A.16. 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 title marketable, deliver possession and/or provide legal access. If SELLER does not not clear 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 close within the later of (i) 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 furnish 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 or, 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 govern 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 sedaiu: 084110400142- 6183576 ..A h.. [l o. /,M ­Wm I KI-1— P-1h, W­6 ­1 I rtonnia /rilnonloero�ll..i.Hnmo4innel rnrt+ I .FOp'JOA� Electronically Signed using eSignOnlineT""[ Session ID : packet Page - 989 - I- 8dc8- 7034a0dCa12c ) 6/23/2015 16.A.16. 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 appraiser's 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 sodas #: 0841+a-a00142- 6183s75 ..nn...A K" fi) ni¢ KA a `hlin I Alanlne Analh. Inlnmafinnat I rl Wool ¢liilnanio¢ra�Ih�Infarnalinnal nom 17'JOA6R�OA0 Electronically Signed using eSignOnlineTM[ Session ID : Packet Page - 990- '- 8dc8- 7034a0d6a12c ] 6/23/2015 16.A.16. 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; 13) 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 5 documentary stamps on deed; 6 real estate broker's compensation contractual) agreed to b SELLER to be g (j ry p () P Y 9 Y ( 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) if 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 179 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) con dominiumlhomeowner association membership transfer fee; (7) condominium /homeowner association resale 181 transfer feelcapital 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 shalt 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 closing 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. SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOB 71112014) Page 5 of 8 SeHaW: 084110400142- 6183575 x I p.e.. 4 h�,� n noio hAM ­'fi, i W­'.. A 0o , io:a.,.flr...,ai — 1 o��eaavaeo Electronically Signed using eSignOnlineTM[ Session ID Packet Page -991- 1 -8dc8-7034a0d6a1 2c ) 6/23/2015 16.A.16. 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 212 BUYER'S iN T EN T IOfd TO CANCEL .ti'ITHIP: 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's 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 closing, 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 4.8., the 233 policies of the lending institution shall prevail as to the procedures for closing and disbursement of mortgage loan 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 ") 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 tail 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 ") 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's 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 Serial #. 084110-400142 - 8183576 - D.enam.i" flnnnlc Mnl a. inhlin I Alnnl"e pnalhr Infom"Hnnal . iannicl,nsnlacraalhnntamatinnsl rnm I �TDAORh0A0 1 ) I I r I : ; i fl Electronically Signed using e5ignenline711[ Session ID : Packet Page -992- I- 8dc8- 7034a0d6a12c ] 6/23/2015 16.A.16. 261 STANDARD N - QUICK CLOSING. Except with respect to the Clearance Period in Standard B,lf the Closing Date does not allow sufficient 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 appraiser(s) and surveyor(s) 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 71112414) Page 7 of 8 seriallf: 084110-400142-6183 675 _ I. w i i Dmna F.. ' nnic �" a� k" I Alonlne RwoR„ lnlumarenn�l I Au.nie/.TnR 1 c m 1 '1'IDAOR7044 Electronically Signed using eSignOnlineThl[ Session ID r Packet Page - 993- 1- 8dc8- 7034a0d6a12c ) 6/23/2015 16.A.16. 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 is /are 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 AND /OR ADDENDUM /ADDENDA. (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) Dile'"elt, 3/13/2015 2:28 PM CD' (Buyer's Signature) (Date) JD Development 1 LLC (Buyer's Printed Name) (Buyer's Signature) (Date) (Buyer's Printed Name) (Insert Date). (Seller's Signature) Selling Broker: Naples Realty International, LLC Selling Licensee: Dennis McLa 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 214 Fax: 239 790 -3711 Email: SALES CONTRACT (RESIDENTIAL VACANT LAND) (NABOR 71112014) Page 8 of 8 sadal6 084110-400142-6183576 ­--r Mr noon{- '" - � h" I i.fvnbe Rnaliir IMnm- tinnnl i rlcnnie rRinoM a ooliir{Mnmoiinnol rnm 1 7'tOdOA�gdQ ` - Electronically Signed using eSignOnlineTM[ Session ID : Packet Page -994- 1 -8dc8-7034a0d6a1 2c ) 6/23/2015 16.A.16. 14. � BUYER AGREEMENT FOR BROKER COMPENSATION 121 NABOR EQUAL "-SIND Ilq'n NIILaNd �[NIOOS' OPPQRTUNI TY 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. ��,.,.e-, 3/13/2015 2:24 PM CD411--�4 HC 311312015 1:07 PM ED (Buyer's Signature) JD Development 1 LLC (Date) (Authorized Broker's Signature) (Date) Naples Realty International, LLC (Buyer's Signature) (Date) (Brokerage Firm Name) Dennis McLaughlin (Name of Selling Licensee) ©2014 Naples Area Board of REALTORS` and Association of Real Estate Professionals, Inc. All Rights Reserved. (NABOR 71212014) seriaia: 08sM- 0010142- e1e4420 I..•' o Electronically Signed using eSignOnlineT"'[ Session ID: packet Page - 995- 1- 8dc8- 7034a0d6a12c ] 6/23/2015 16.A.16. BROKERAGE RELATIONSHIP DISCLOSURE FORM �-n n *�/ >c� w w 0�1 C0 All! . NABOB T �hNSACTION BROKER IO.�T,.�� EOVAL NDUBING DPPORTUNITY on Nn Baudd�FUrom' 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. fl2 /,et, 3/1312015 2:23 PM CDT 0 (Signature) (Date) (Signature) (Date) 02014 Naples Area Board of REALTORS' and Association of Real Estate Professionals, Inc. All Rights Reserved. ( NABOR 7!1!2014) senam 004166- 399142 - 9163906 .�': 1nnMe !!nl nnnhtin I hlunlue AnoN.. Infumali..nel 1 . iannleFilnanloe� °eD..Inlnmol:nnal ...m 17'IDAOG7DAD I Y I i � f 4 L1 { 3 l I I } � I ". � i � C' Efectronicaliy Signed using eSignOnlineTMi Session ID Packet Page - 996- 1- 8dc8- 7034a0d6al2c ] mine Certificate of Authenticity . rPaperless Povt; red By: 6/23/2015 16.A.16. Session Information IPAddress Activity 3/1312015 328:46 PM EDT Sigrng Session ID. 09e810ec- d5b2 -45a I - 8dc8- 7034aOd6al2c Stabs: Completed Transaction Name: JD DewiDpncnt 1 . LI.0 Created On 311312015 1258:47 PM EDr Session Title.: Mitigation Land Last Modified: 3/132015 328;46 PM EDT Docurrents; 3 Owner. Dennis McLaughlin Signers: 2 Company. Naples Realty International Sigcitwrs: 4 Initials: 0 Signer Information Signature Events Signature Dennis McLaughlin N4U4 j. ,_ info@sN=dkeakyexpQ1U,com if'`�" Signer Security. Entail Authentication 11' Address: 98,238.114.170 Disclosure: Accepted: 3/13201519736 PM EDT ID: 527f8bad -3c6c- 4047 - 9775 -eSal dacf89d Jatres Drescher jdaescler@att.ret Signer Security: Emil Authentication 11' Address: 166.175.60.250 Disclosure: Accepted: 3/132015 32391 PM EDT ID: e.7594a37 -79el- 4376- 9bf5- adda5c783244 Timestamp Sent: 3113/2015 1;06:49 PM EDT Viewed: 3/1V2015 107:36 PM EDT Signed: 3/132015 197:59 PM EDT Sent: 3113/2015 196.-49 PM EDT Viewed: 3/132015 32391 PM EDT Signed: 31132015 328:45 PM EDT Session Documents Decurrrent Size Date Signatures Initials Dates Form Fields Clieckboxes SaicsContractRtWentialVacantLaod .pdf 245KB 3/132015 1258:49 PM EDT 1 0 1 0 0 BuyerAgreenritForlirtikcrCompensation .pdf 193KB 3/132015 12:58:49 PM EDT 2 0 2 0 0 BmkcmbeRelationshipDiscluzi= ForrnTransactionBrokerNo tice.pdf t 93KB 3/132015 1258:47 PM EDT 1 0 1 0 0 Session Activity Timestarnp IPAddress Activity 3/1312015 328:46 PM EDT 166.175.60250 Session co- Tided rand closed by Dennis McLaughlin 31132015 328:45 PM EDT 166.175.60.250 SigningCorrpletcd by James Drescher Odmscher(a@att,net) 3/13/2015 323:01 PM EDT 166.175.60.250 Disclosure approved byJarres Drescher Qdrrscher@atkret) 3/132015 32301 PM EDT 166.175.60.250 Signature created and approved byJanrs Drescher Odrescher@att.net) 3/132015 19759 PM EDT 98.238.114.170 Signing Completed by Dennis McLaughlin (info@stvfhealtyexperts.com) 3/132015 197:36 PM LET 98.238.114.170 Disclosure, approved by Dennis McLaughlin (iudo@swf =kyrxpeuts.com) 3/13/2015 10736 PM EDT 98.238.114.170 Signature created and approved by Dennis McLaughlin Giro@ swthealtyexperts.com) 3/132015 106:49 PM EDT 98.238.114.170 Invitation sent to Dennis McLaughlin(inib rswfhealtyoxperts.com) by Dennis Mclaugld n 3/13/2015 196:49 PM EDT 98.238. l 14.170 Invitation sent to Janus Drescl)4dreschcr @att net) by Dennis McLaugfinn 3113/2015 1.106-48 PM EX 98.238.114.170 eSigaOnlme Session Created by Dennis McLaughlin Packet Page -997- 6/23/2015 16.A.16. Disclosure Consumer Disclosure Please read the infomption below regarding the tems and conditions ofreceiving docurerrts, contracts, and disclosures eiectonically droutgh the cSignOnliw electronic signature system Ifthis in bmation is to your satisfaction and you agree to the tears and conditions, please confirm your acceptance and agreement by checking the box 'I Agree to the above Constrrer Dsclosue' and selectngthe'Create and Approve Signature button'. Mectmnlc distribution of documents and contracts Naples Realty International (We, is, or the Con-pany) acknowledges your agaeerrnnt to receive required documents, contracts, notices, disclosures, atrihorizatiots, and other docurrremds electronically through the eSignrOnline electronic signature system We appreciate and thank you for doing your part to go paperless and save our environment. Tbouglt the 6ignOnlie electronic signature system, we ate able to save time aryl process a transaction faster. We do not have to print and mail paper copies, wait for signatures that could take days or weeks, and there arc no delays associated with waiting for you to mail it back to us, Unless you tell is otherwise in accordance with the proceducs described herein this disclosure, we will provide docunenus through this electronic method during the coupe ofour relationship with you lfyou do not agree with this process and method, please let is know as desen'bed below. Naples Realty International outsources personal infatuation to a third party processing and storage service provider which is boated in the USA. The Buyer and Seller hereby acknowledge that personal nfonration processed and stored by a US third party service provider is subject to the laws of that county and that irdbrri ation tray be made available to the US govenaren t or its agencies under a lawful order made in that couttry. Paper copies During the signing process on eSigi Online, you will have the opportunity to download and print your copies oftbr documents before and after signing At any tore, you may contact is to obtain paper copies of docturents that have been provided to you electronically. To request paper copies, you must send an email to dems(c_bnaplesreahyntennatioa lcornand n the body ofthe errail state your fill mans, address, telephone narrber, and de name ofthe docunerd or transaction that you would like a paper copy for. Ifany fees apply, we will notify you NMthdrnnwing your consent to sign electronically Once you hawk decided and agreed to the following disclosure to sign documents electronically, you may at any time thereafter decide to withdraw your consent and receive required documents only in paper ibnm . There are several ways to inform us that you no longer wish to recektd docureras and sign electronically: a) I During tix electronic signing process, you may elect to 'decline' and indicate your reasons for declining and withdrawing your consent. b) Send an email to deans a{ plestcaltyntematicnaLcom and in the body ofthe ermil indicate your fill name, address. telephone uurher and that you no longer wish to sign electronically and instead would lice to receive paper topics Please be awvam that withdrawing your consent to sign electronically may result in delays and/or rrore tirm to complete a transaction We will then have to print and rail paper copies to you, wait for you to receive and sign docurnts, den wait foryou to nsil it back and Mow the sama procedure with other patties to the tramsactioa How to contact Naples Realty International At any tire, you ray con laet us to change your email and contact nfomrationt, irquest paper copes, or to indicate youu- change in consent to sign eluctronleally lereaticr. Contact NasrY : Demns McDau- Iin Fimil Address : der ins a�japlesmeahy ntermtiwnaLcom Phone Nu her : Hard +ware and SofWnre Requirements The folbwng are menin in hardmwe and sothvare requirements to use the eSignOnlue electronic signature, system Operating Systems: Winudows® 8, Wrtdowvsg 7, Windows VistaV, Mae OS(A) X 10.6 and higher. Browsers: Googde Chrorre1i 36 and higher, Intemet Fxpbrer© 9.0 and higher, Mozilda Fi efoxS 31.0 and higher, Safuiv 5.1.7 and higher. 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By checking the 'I agree with the above Cormwner Disebsnre' box, I confam that 1 can access and read this electronic con Rv=r discimm to consent to receipt ofeleetionic doeiarents, 1 can print on paper if l so choose, the disclosure and/or save to a place whero I can print it for fi9ive reference and access, and until I ratify Naples Reaty International otherwise, I consent to receive fiomNaples Realty International electronic doctnrents that are required to be provided or trade available to rm by Naples Realty International diving the course of my relationship with Naples Realty International Packet Page -999- M 10 Nr LO O O N 117 O O) 10 r r O r 0 0 r r r r I ,v0 cD d (D O iaNO NFj OOOO L Lf- O O q e0 O O O O 00 e° Y Y CO M M M M M 0 0 0 0 0 MNN-tO C�ooON 0 0 (D 0 0 O) CA LO LO O N I� 0) N CA r r O N N OJ t-- (` CD M r M N LO O O O O O M M M M M M Co M M M O O O LO O CD (fl CD m 1p O O C) 0 0 O O O O CA m (D LO Co LO O r O N N O O CA O O Cb m L() N N 0 0 0 0 0 LO CO LO Lf) OD N m C-4 Co N Co N Co N t Co It T mmmmLU U U U U z N CDm d mmmmm U U U U U m CC) C) M N O r lr- T r T O N O O V ti O r 0 Co N N O O N m 0 0 00 Co Iq O r M Co Ln O O r MO M m M � to O O N U7 0 0 N N co 0 0 0 ti v t17 O [� Y N Co ❑ ❑ } } 1D to M Co Ln O O r r r r r r r r m U> T U'> CD 0 0 0 r M 0 0 0 0 0 0 O N N O O O 0 0 0 0 0 C. 0 0 0 0 0 U) LO N N N N N N 0 0 0 0 0 0 0 0 r N V 0 0 0 0 0 0 C> 0 0 0 0 0 M LO OJ r M N M1flMMtoN O O O r r N N O m LO �t M Lq f~ N f` O O O O r r 0 0 0 0 0 0 M M C7 M Cl) M Co Co m Co Co m 0 0 0 0 0 0 1S> (D 10 to CQ CQ 000000 O CO r- Cfl M Co O N M CO CO 0 0 0 0 0 0 Lo O O O O N N 0 0 0 0 0 0 0 0 0 o Y mu7OL(7Mm CoNO�:Y,R r 0 U') C9 l'- Co m r ❑ ❑ ❑ ❑ ❑ ❑ } } } } } } �' Lo CO I- Co 0) ❑ ❑ d ❑ ❑ Q I Packet Page -1000- >U') 't m N O O r r r r O N O N O O O O 0 0 0 0 0 0r0ilr 0 0 0 0 0 0 0 0 0 0 T r r T Y m Co M Co Co O O O O O 0 0 0 Co Ln 0 0 0 0 0 0 0 0 0 0 O It N V) N v Ln M Ln O O O r r 0 CO CD t- Ln 1fl M d O7 0 0 0 Y r O O O O m M * M M M M m M O m �w 10 CQ x I'- I' 00 00 Lo — IT �I �r 0• O O • I b- • N 06 ae �CV F- � LL m• 'fi� LL .�-O d� ssss�,t .�•� ti e-0 �tlt�bS1° 2� X w ~ 0 w J ~ W U O p r LL.. 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Florida Department: of Environmental Protection F M fLORfDA �" Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399 -2400 NOTIFICATION /APPLICATION FOR CONSTRUCTING A DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEM PART I - GENERAL Subpart A: Permit Application Type Permit Application Type (marls one only) ' EDUs Application Fee* "Xr' Served >t4 Are you applying for an individual permit for a domestic wastewater.collection /transmission system? Note: an EDU is equal to 3.5 persons. Criteria for an individual permit are contained in Rule 62- > 10 $500 \wastewater Application Revised 604.600(7), F.A.C. North -1 Dioriel Notlhcasi Dladp <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 B -700 meeting the criteria in Rule 62-604.600(6), F.A.C., must app 1 `'for an individual permit. P.O. Box 15425 Pensacola, PCnsac9la, Florida 32501 -5794 lack —AttC, Florida 32256.7590 Note: Each non - contiguous project (Le., projects that are iibe- inter�ohnected br are 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. -1. • 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 Wasten2ater 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- 604 "300(8)(a) Page ] of 10 Efrecuve November 4, 2003 >t4 H :M07�2D07018 \WP\LD\PERMITS\FDEP \wastewater Application Revised 150204.doc North -1 Dioriel Notlhcasi Dladp Ceaoal bist6u. •' `t = South —t Diaries South Di'm's Southeast District 16n O.—n aeatal Center 7825 Baymead— Nay 3319 Maguire B1sd, Suite 232 3804 C—1 Paim Drive 2295 Viewin A-, Su4o364 400 H. Coopers A- B -700 P.O. Box 15425 Pensacola, PCnsac9la, Florida 32501 -5794 lack —AttC, Florida 32256.7590 Orlando, Florida 32803:4767;. ' Tamoa. Florida 33619.8318 For( M)ers. Florida 33X11 WCSt Palm BcaCh, FlorWa 334)6 904-441 -8300 904-441 -8300 904- 807 -33W 407$94 -' ' Packet Page -1002- 81)- 3321975 56118 i1600 6/23/2015 16.A.16. PART H — PROJECT DOCUMENTATION (1) Collection/Transmission System Permittee Name W. Terry Cole, P.E. Tiile Agent Company Name Breault Construction, Inc. Address 4110 Enterprise Avenue City Naples State Florida Zip 34104 Telephone 254 -2000 Fax 254 -2099 Email tetTVcole(cr�.hmeng.com (2) General Project Information Project Name Legacy Estates Location: County COLLIER 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 C = Populatior D = Total E = Per F = TotaI Average G = Peak hour Minimum 1 Units Per'Unit , ' ' ,Population Capita Flow Daily Flow flow Columns B x C Columns D x E Single-Family Singic-Family Home 13 2 26 120 3,120 520 Mobile Home - - - - - Apartment - Commercial, Institutional, - or Industrial Facilitv* Total 26 3,120 520 3,120 GPD Avg. daily flow x 4.0 (peaking factor)124 hrs. = 520 Gann (4) Pump Station Data (attached additional sheets as neees'sary) (5) Collection/Transmission System Design Information: r A. This information must be completed for all projects by the appiicant's`professional engineer, and if applicable, those professional engineers in other disciplines who assisted with the design of the project, i. 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- 604.300(9)(a) Pace 7 Af I0 Effective November 4, 2003 Packet Page -1003 - H:\ 2007\200701 SRYP 'LDIPERMITSIFDEPUYaste�vater Application Revised 150204.doo - Estimated Flow to the Station GPD Location Type Maximum Average Minimum 1 Operating Conditions GPK,,, (ca FT (I-DH - (5) Collection/Transmission System Design Information: r A. This information must be completed for all projects by the appiicant's`professional engineer, and if applicable, those professional engineers in other disciplines who assisted with the design of the project, i. 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- 604.300(9)(a) Pace 7 Af I0 Effective November 4, 2003 Packet Page -1003 - H:\ 2007\200701 SRYP 'LDIPERMITSIFDEPUYaste�vater Application Revised 150204.doo - 6/23/2015 16.A.16. allow for another alternative that will result in an equivalent level of rcliabillty and public health protection, the project can be constructed using the general permit. General Requirements L 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 11.2431 grzE WTC 2, Procedures are specified for operation of the collection/transmission system during construction. [RSWF 20.15] irk -'WTC 3. The project is designed to be located on pu. lic: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 1I.C., showing that another alternative will result in an i% equivalent level of reliability and public health protection. [62- 604.400(l)(b) and (c), F.A.C.] WTC 4, The project is designed with no physical connections between a public or private potable water supply system and a sewer or force main and with no water pipes passing fttough or coming into contact with any part of a sewer manhole. [RSFW 38.1 and 48.5] 1WTC 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- 6I0,668(1), F.A.C., and sources of uncontaminated wastewater, except to augment the supply of reclaimed water in accordance with Rufe 62- 610.472(3)(c), F.A.C. [62- 604.400(i)(d), F.A.C.] 4111"-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 firom 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 H.C. alternative construction features that will be provided to afforda similar level of reliability and public health protection. [62- 604.400(2)(g), (h), and (i) and (3), F,A.C.] Gravity Sewers '6 WTC 7. The project is designed with no public gravity sewer conveying raw wastewater less than 8 inches in diameter. [RSWF 33.1] t`1* _-WTC 8, The design considers buoyancy of sewers, and.ap.propriate construction techniques are specified to prevent flotation of the pipe where high groundwater conditions are, anticipated; [RSWF 33.3) �'I!e WTC g, 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.Ojl3lioi• 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 problems. Oversized sewers are not specified to justify flatter slopes. [RSWF 33.,4}1, 33.42, and 33.43] AITC 10. Sewers are, designed with uniform Slope between manholes. [RIFT SF 33,441 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 center-on grades'20% and up to 35 %; not over 24 feet center to center on grades 35% jr and up to 50 %; and not over 16 feet center to center, on grades 50% and over. [RSWF 33.46] t X` 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 specifics 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 33.51 X 14. Suitable couplings complying with ASTM specifications are required for joining dissimilar materials. [RSWF 33.71 d 1111t, WTC 15. Sewers are designed to prevent dama e'fiom slip eii osed loads. RSWF 33.7 ,Q � p g �??�i? � [ ] DEP Pam 62.604.300(6)(a) 'Page 3 6f40 Effective November A, 2003 Packet Page -1004 - H: 1200712007016 \WPILDIPERMHTSTDEP1Wastewater Application Hevised 150204.doc b 6/23/2015 16.A.16. r. WTC 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 pressures and ovalation of the pipe, nor seriously impair flow capacity. [RSWF 33.81] 17. Appropriate deflection tests are specified for all flexible pipe, Testing is required after the final backill 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 mandrel for the deflection test with a diameter not less than 95% of the base inside diameter or average inside diameter`of the-pipe; depending on which is specified in the ASTM specification, including the appendix, to which the pipe is manufactw`cd; and 3) performing the test without mechanical pulling devices. [RSWF 33.85] WTC 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 33.951 X 19. If an inverted siphon is proposed, documentation of its need is provided in Part II.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 and'outlet are designed so that the design average flow may be diverted to one barrel, and that either barrel may be cut out of service for cleaning. [RSWF 351 4V X n l` WTC it WTC Manholes 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 modern 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 elevati6ii between the incoming sewer and the manhole invert is less than 24 inches, the invert is designed with a fillet to prevent' s6iids 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 34.21 22. Manholes are designed with a minimum diameter of 48 inches and a minimum access diameter of 22 inches. [RSWF 34.3] 23 it e• ", ,C WTC 24 1 NVTC R 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 joiried.to,the manhole with a gasketed flexible watertight connection or mat r t fit to n another watertight connection arrangernent.tuat,alt?ws differential settlement of ttie pipe and manhole watt; 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 34.7] 26. Electrical equipment specified for use in manholes is consistent with Item 46 of this checklist. [RSWF 34.9] Stseam�Crossin�s X 27. Sewers and force mains entering or crossing str'.eams ?,are designed to be constructed of ductile iron pipe with mechanical joints or so they will remain watertight and free.from changes in aligmnent or grade. Appropriate materials which will not readily erode, cause siltation, damage ,pipe during placement, or coil-ode the pipe are specified to backfill the trench. [RSWF 36.21 and 48.5] DEP Form 62- 604.300(8)(a) Pape 4 of 10 Elf- tivciVovembcr4,2003 Packet Page -1005 - H: 12007\200701 BIWPU DIPERMITSTDEPIWestawater Application Revised 150204.doc 6/23/2015 16.A.16. 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 prevent discharge in the event the line is damaged. [62- 604.400(2)(k)5., F.A.C.] X r ,_ _, L t 29. Sewers and force mains entering or crossing sireams.are designed at a suilrc;ient uepth uetow tue i�aiu,•a1 �o«or, of tue stream bed to protect the line. At a minimum, the project is designed with subaqueous tines 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 tluee -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) I., 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. [62760�,AQ(2 }(k)2., F.A.C.] X 31, Provisions for testing the integrity of subaqueous tines are specified. [62- 604400(2)(k)4., F.A.C.] X 32. Supports are designed for all joints in pipes utilized for aerial crossings and to prevent overcoming and settlement. Expansion jointing is specified between above ground 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. Pump 11 station structures and electrical and mechanical I' equrpment-are designed to be protected from physical damage by the .., 100 -year flood. Pump stations are designed to i•ema►n fi I9,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), 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 41.3] 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 removing pumps,, motors, and other mechanical and electrical equipment. [RSWF 42.22] X 39. The design includes provisions for: I) 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 a manliff or,elevator is provided, emergency access is included in the design. J' [RSWF 42.231 X _ 40. Specified construction materials are appropriate under 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 42.31 "'and 42.36] X 42. Bar racks are specified for pumps handling wastewater fi•om 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(8)(a) , _ ` Pave 6 of 10 Effective November 4, ZOOS 1IVOOT20070181WP1LDWERMITSF DEPIWastewater Applcai.. Revsed 150204.10 Packet Page -1006 - 6/23/2015 16.A.16. 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 42.331 (Note, this provision is not applicable to grinder pumps.) X 44. The design requires pumps be placed such !hat 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_pr:otected,from lightning and transient voltage surges; and 2) pump stations be equipped with lighting arrestors, surge eapacitors;'or-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 components (.e.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 under-corrosiye edirditions; 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 110 volt power receptacle to facilitate maintenance be provided inside the control panel for pump stations that have control panels outdoors; and 7) ground fault interruption protection be provided for all outdoor outlets. [RSWF 42.35] X 47. The design requires a sump pump equipped with dual,check 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: 1) 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 between the shutoff valve and the pump.; 4),chpclidl valves,be suitable for the material being handled; 5) check valves be placed on the horizontal portion of discharge piping (except for ball 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 42.51 X 51. The effective volume of wet wells is based on design average flows and a filing time not to exceed 30 minutes unless the facility is designed to provide flow equalization, Tile 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 I 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 ail pump stations; mechanical ventilation where the dry well is below the ground surface; permanently installed venthati6wifso 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'provides for at least 12 complete 100% fresh air changes per hour; if wet well ventilation is intermittent, design provides for ahea'st'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 42.751 Pao, A of in DEP Form 62.604.300(s)(a) Effective November 4, 2001 Packet Page -1007- HA MO71200701 S\ Wp \[.DTERM1TS\FDEP \%l "asteriater Application Revised 150204A= 6/23/2015 16.A.16. 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, [RSWF. 42.761 X 59. Pump stations are designed and located on ;the site ;to,minimize adverse effects fi-om 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 persons. 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 I200 gpm or greater design peak flow. [RSWF 42.8] X 62. The project is designed with no physical conneddons 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 of 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.Jor vacuum- priming pump stations, the design requires dual vacuum pumps capable of automatically and completely removing air from the suction -lift pumps and the vacuum pumps be adequately protected fi•om damage due to mastpwaterJRSWF 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 specifically for raw wastewater use, including totally submerged operation during a portion of each pump cycle and to.:meet the - requirements of the National Electrical Code for such units. Provisions for detecting shaft seal failure. or potential seal failure are included in the design. [RSWF 44.1] X 66. The design requires submersible pumps be readily ',removable and replaceable without dewatering the wet well or disconnecting any piping in the wet well, [RSR?F 44.2], 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 44.31 ] 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 well fi•om gaining access to the control center. If a seal is specified, the motor can be removed and electricalVY disconnected without disturbing the seal. The design requires control equipment exposed to weather to meet'the requirements 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"requirements 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 facilitate field connecting. [RSWF 44.33] DL•P Form 62- 604.700(8)(.) - Pao. 7' of 10 Eff -five November 4, 2003 HA Packet Page -1008 - 9. 0 071200 70 1 81VJP1Lp1PF .RMITSIFDP_P11Vflslewaler Appli -don Revised 150204.doc 1. X X X X 6/23/2015 16.A.16. 70. In submersible pump stations, the design requires a)l shut -off and check valves be located in a separate valve pit. Provisions to remove or drain accumulated'waier. from the valve pit are included in the design. [RSWF 44.4] Emergency Operations for Pump Stations . . 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 persons) 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.lieu,'of a felemetered system, documentation is provided in Part II,C. showing an equivalent level of reliability and public��lieaith'p'rotection. [RSWF 45] 72. The design requires emergency pumping capability,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, 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)1. and 2., F.A.C., and RSWF 46.423 and 46.433] 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, inc lu ding ;lighting; 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 valvingi be:provided for all pump stations to hook up portable pumps; and 4) all pump station reliability design features be compatible with 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 fi•om 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 exhaust-g4 s. [RSWF 46.414 and 46.415] X 76. For permanently - installed or portable engine- diiiveri 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 46.44] 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 79. The design requires: 1) branches of intersecting foree mains be provided with appropriate valves such that one branch may be shut down for maintenance and repair witbout'interrupting 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)0, .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 48,2] 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 pressui'es and.stresses associated with the cycling of wastewater pump stations. [RSWF 48.4] 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;.,[RWF 48.61] 83. Where force mains are constructed of material;which'inight cause the force main to be confused with potable water mains, specifications require the force nlairi tAe"clevly identified. [RSWF 48.7] X 84. Leakage tests for force mains are specified including testing. methods and leakage limits. [RSWF 48.8] I ,. DEP Form 62-6014300(8)' a) V­ R .,f In Effective November 4, 2003 Packet Page -1009 - H_% 2007\2007018 \WP\LDIPERMll'SIFDEP\Wasiewater Application Revised 150204.dae 6/23/2015 16.A.16. *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 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 Ill - CERTIFICATIONS (1) Collection/Transmission System Permittee 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, Farther, 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, / Signed as.`% ,f ,��� 1,.� Date Name W. Teary 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 'Ale 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 Department rules. Also I agree that we will promptly notify the Department if we sell or, legally transfer ownership of this project. Signed . t y%' Date Name W. W. Terry Cole, P.E. Title Agent _ Company Name Breault Construction, Inc. Address 4110 Enterprise Avenue City Naples State Florida Zip 34104 Telephone (239) 254 -2000 Fax (239) 254 -2099 Email terrycole @hmeng.com * Attach a letter ofaulhorization. PEP Fomt 62- 604.300(R)(a) u.,..., O ..F I n Edwin Novembcr 4, 2003 Packet Page -1010 - H: UO07UOD7018VwP\LDt.PEPMITSTF13EP1Nastewate, Application Reviacd 150204.dec 6/23/2015 16.A.16. (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 REGIONAL 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 required 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 month period MGD Current permitted capacity 16.0 MGD Current outstanding flow commitments (including this project) against treatment plant capacity: Signed Name Address Tom Chmelik, Director 3339 Tamiami Trail East, Suite 303 Date Month(s) used Month(s) used ❑ AADF ® MADF ❑ TMADF 3.174 MGD Title Public Utilities Planning & Project Mngm., Director City Naples State Florida Zip 34112 Telephone 239 - 252 -6213 Fax 239 - 252 -5378 Email tomchtnelik @colliergov.net * Attach a letter of authorization. ** If there is an intermediate collection system, a letter shall be attgched:certifying that the intermediate downstream collection system has adequate resen•e capacity to accept the f ow f -om this project. (4) Professional Engineer Registered in Florida 1, the undersigned professional engineer registered in Florida, certify docunients for this that plans and specifications for this that I am in responsible charge of the preparation and r! d uction of engineering project have been completed; that I have expe e��� ��ivl"�f wastewater project; collectionitransmission systems; and that, to the best of my knowledge and belief, the engineering design f�4r4 t�si��,rp_Nc,Y� %plf& with the • `'•, requirements of Chapter 62 -604, F.A.C, �� ��:•`� N S S °°° w• IJSiJ}lYr 1Jj�d�1i� }`0,• s• O a ° W fined` %`� remit, Name W. Terr}, Cole, P.E., Vice President Florida Registration No. �'1r�(?j•`•.•F L�O_ •• �,�m� Company Name HOLE MONTES, INC. °� ®ag S� I d ro�o —� � Address 950 Encore Way l),111a lli City Naples Telephone 254 -2004 Fax 254 -2099 State Florida Zip Email tetrycole @hmeng.com DEP Form 62- 604.300(8)(x) paae I n of 1 n Effective November 4, 2007 Packet Page -1011- 11: 000A20070181WP1LD\PErtA9T5\FDEP \Wastewater Application Revised 150204.doc 34110 6/23/2015 16.A.16. BRFAULT CONSTRUCTION, INC. 4110 Enterprise Avenue, Suite 214 Naples, Florida 34104 (239) 776 -7844 October 31, 2014 RE: BREAULT CONSTRUCTION, INC. TO WHOM IT IKAY CONCERN: This letter is written authorization for W. Terry Cale, P.E., Vice President, Role 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 "). BreauIt Construction, Inc. A Michigan Corporation By: Breault Homes Operating Member and Authorized Signatory: �/ 1 By: Name rand Title Date: fl �tl�f STATE OF 4 r 4 9-14, COUNTY OF W *y/1 e--- Before me personally appeared `7` �," 7 7 _ 4- _ to. me well known. and l{nown to be the person described in •and woo executed the foregoing instrument, and acknowledgcd to and before me.that he executed said instrument for the purposes therein expressed. WITNESS my hand and official seal this // day of p0%n19e ; 2014. =C-OuntY OHANNES1AN SEAL - Stuff± OF MICI'tlGftf4 L xPlMa Notary Public xplre� Mash i 6,2019 p ty of W 1E State of My Commission Expires: H:�Oti717�010f` Ski} �PILD IAG] iN' i' LTRgi '.4t1'i'f{g1tlZA'rIOA'1Lc�ac }'Estate- Ltr.nfAn�lmrir�tion I•IIt13l.dac Packet Page -1012- 6/23/2015 16.A.16. a ®Illlldeddde MEMORANDUM "� " "°E RY Cp % . . �� TO: Legacy Estates HM File No. 2007.018 FROM: W. Terry Cole, P.E. DATE: Feb. 2, 2015 Re: Sanitary Sewer System Design Calculations W., Terry Co�,.P.E, :W® - �N' cida � Fran N04�'347 Ai d8de111111 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 min., 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 .4 sanitary system, The following design assumptions were made: 1, 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 170 -GPD/person) for Single family homes. 2. The Gravity Sewer system was sized using the Chezy — Manning formula. V = 1.49 r_ Zi} NS where Hydraulic Radius (rh)= 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 = TrR2 = - rr(4 "/12 ")2 = 0.349 ft2 For 8" gravity sewer pipe that is frill, Wetted Perimeter = 21TR = 2- rr(4 "/ l2 ") = 2.09 ft Hydraulic Radius for a full pipe = 0.349 ftz /2.09 ft= 0.167 ft Velocity for 8" gravity sewer that.is. fula,:Fz: 1.49 0.167 2`3} x(0.004 = 3.175 ft/s > 2 ft/s 0.009 For 8" gravity sewer pipe that is' /2 ful)!,:.Area = V2 -rrRZ = %2 rr (4 " /12 ")2 = 0.1745 ft' For 8" gravity sewer pipe that is %2 full, Wetted Perimeter = ('h)2TrR = ,v(4 "/12 ") = 1,05ft Hydraulic Radius for a full pipe = 0.1745 ft2 /1.05 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 approximately 8.7 Gallons per minute. This peak flow is approximately 3 percent of the capacity of an 8" gravity sewer pipe. H:12007120070I $1WP\Sewerdesmem o 150202.doe Packet Page -1013- 6/23/2015 16.A.16. William G. Morris, Esq. Admitted In FL, DC, VA Samantha A. ,Morris, Esq. Barbara M. Ballard, Esq, Or Counsel Constance M, Burke, Esq. J.D. Development I, LLC Attn: Jim Drescher 101 Terrace Drive Lake Geneva, WI 53147 Dear Jim: L%W OrricEs WILUA.hi G. MORRis, P.A. Marco Island 247 N. Collier Blvd., Suite 202 Post Office Box 2056 Marco Island, FL 34146 -2056 (239) 642 -6020 Fax(239)642.0722 Email: wgm @wgmorristaw.com www.wgmorrisiaw.com April 29, 2015 RE: J.D. Development I, LLC Legacy Estates 1 am a licensed Florida attorney under Florida Bar No. 321613. You have requested 1 provide an opinion of title with respect to real property situated in Collier County, Florida, more particularly described as: The South '/z of the ?Northeast 1/4 of the Southwest 1/4 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 of title 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 Y. 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 properly adduced in this opinion ). 1 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 of the 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 Bmault Construction, Inc., recorded at O.R. Book 5130, Page 2578, Public Records of Collier County, Florida. Packet Page -1014- 6/23/2015 16.A.16. Title is good and marketable and is subject to the following matters: I, Defects, liens, encumbrances, adverse, claims or other *natters, ifany, 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. 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 Iaw and not recorded in the Public Records. 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. l I . Resolution No. 2013 -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 1/z 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 specif ally referenced herein. Packet Page -1015- Project Name SDP# FDEP SUBMITTAL FORM FOR COLLIER COUNTY PUBLIC U T ILI TES Legacy Estates SIP# 6/23/2015 16.A.16. Engineer's Project # 2007018 PL20140001803 S %D# FP# TRACKING# Section A (Application for Watery 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 Plant 1s letter of authorization for permittee attached? X Yes No N/A Section B: (Application for Wastewater): N/A The Wastewater Collection/Transmission System on,this project will be owned and maintained by: North County Regional Water .Reclamation Facility FDEP Permits will not he 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: Hale Montes, inc, Attach one set of Site Utility Master Plan Address: 950 Encore Way. Naples, Florida 34110 E-Mail Address terrycole@h meng. CoIll 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) Breit Rosenblum P.E. (BrettRosenblum @eoliiergov.net) ...Engineering Services 2800 North Horseshoe Drive 2800 North Horseshoe Drive Naples, Florida 34104 Naples, Florida 34104 Packet Page -1016- 6/23/2015 16.A.16. ,,faW, .... NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF FILos „A WATE R MAI N EXTENSIONS F R 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 WAT)R MAIN EXTENSION PROJECT, complete and submit one copy of this notice to the appropriate Department of Environmental Protection' (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'u`nnecessary to submit a separate preliminary design report or drawings, specifications, and design data with this notice.) All iriformafiori 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 processing 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.' * Except as noted in paragraphs 62- 555.520(3)(a) and (b), F.A. 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), 1. General Project Information A. Name of Project: Legacy Estates B. Description of Project and Its Purpose: This project will consist of•43 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 L County Where Project Located: Collier } 2. Description of Project Location: S24 T48 R25E PARCEL 57' D. Estimate of Cost to Construct Project: S-45,00-0,00 E. Estimate of Dates for Starting and Completing Construction of Project: May 2015 - November 2015 Permittee PWS/Company Name: Breault Construction, Inc.. •''� PWS Identification No.:" 5114069 _ PWS Type:* Community Non - Transient Non-Community Transient Non-community F1 Consecutive Contact Person: W. Terry Cole, P.E. w'" I , -, I Contact Person's Title: Agent Contact Person's Mailing Address: Hole Montes, Inc., 050 "en6bre 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: terrycole ahmeng com Contact Person's Fax Number; 239 252 -5378 * This information is required only if the permittee is a public 1110ter 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 County Public Utilities Division Contact Person: Tom Chmelik, Contact Person's Title: Dir, Public Utilities & Pl . Contact Person's Mailing Address: 3339 Tamiami Trail East,Suite 303 City: Naples . . �� t'.1. - , ., State: Florida Zip Code: 34112 Contact Person's Telephone Number: 239 252 -6213 1:'" -' . ` ; " Contact Person's Fax Number; 239 252 -5378 Contact Person's E -Mail Address: tomchmelik collier ov•net DEP Form 62- 555,800(7)A11emate Page I Effective August 28, 2003 Packet Page -1017- 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSS I Proiect Name: Letracy Estates I Perrnittee• Dreault Consuuctiorz Inc.. H. Public Water S stem (PWS) that Will Own Proiect After It Is Placed into Permanent Operation PWS Name: Collier County Public Utilities Division . - PWS Identification No.:* 5114069 PWS Type:* 0 Community Non - Transient Non-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 .Telephone E -Mail Address(es) of Designer(s): terrycole @hmeng.coiri:' ' 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: tomehmelik collier ovtnet * This information is required only if the orwner7operat6r i,r an existing PWS. I. Professional En ineer s or Other Persons in Responsible Charge of Designing 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 of Stater ❑ Plumbing Contractor(s) Licensed in Florida — License Number(s):A Mailing Address of Desi ner s : 950 Encore Way City: Naples State: Florida Zip Code: 34110 Number of Designer(s): 239 254 -2000 Fax Number of Designer(s): 239 254 -2099 .Telephone E -Mail Address(es) of Designer(s): terrycole @hmeng.coiri:' ' * Except as noted in paragraphs jb),, F,.}F1:.C., projects shall be designed under the responsible charge of one or more professional engineers licensed in Floridal. t Attach a detailed construction cost estimate showing that. the cost to construct this project is $10, 000 or less, ^ Attach documentation showing that this project will he installed by the plumbing contractor(v) designing this project, documentation showing 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. Report 11. Preliminary Design A. Service Area, Water Use, and Service Pressure Information 1. Design Type and Number of Service Connectipns,.and Average Daily Water Demands and Maximum -Day Water Demands, in the Rntire Area to Be Served by the Water Mains Beine'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 =avg. daily demand x L5 (4 420•GPD x 1.5 = 6 630 GPD) DEP Form &2- 555.900,7)Altemate Effective Aupusf 28, 2003 ` Packet Page -1018- D = Total Average C = Average Daily Daily Water Demand °, Water Demand Per gpd (Columns BxC for E — Total Maximum - 'B =Numh of service Service Connection, Residential Service Day Water Demandb, A= Typo of Service Connection Connections gpd Connections ) gpd Single-Family Home I3 340 4 420 6,630 Mobile Home 0 Apartment 0 Commercial, institutional, or Industrial Facility' 1 13 6 63 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 =avg. daily demand x L5 (4 420•GPD x 1.5 = 6 630 GPD) DEP Form &2- 555.900,7)Altemate Effective Aupusf 28, 2003 ` Packet Page -1018- 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL°PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs i Proi cot Name: Legacy Estates I Permit`tec: 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 Protection, 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 for 4. Design Service Pressure Range: 40 -70 psi B. Project Site Information I . 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 Altered Water'Mains 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 lf,'ater Works as incorporated into Rule 62- 555.330, F.A.C. % WTC__ a. This project is being designed to keep existing water mains and service lines in operation during construction or to minimize interruption of watevservice during construction. [RS1110113.a; exceptions aliowed under FAC 62- r` 555.330] WTC b. All pipe, pipe fittings, pipe joint packing, and jointing materials, valves, fire hydrants, and meters installed under this project will eonforrii to applicable American Water Works Association (AWWA) standards. [FAC 62- 555320(21)(b), RSif'W 8.0, and AWWA standards as incorporated into FAC 62- 555.330; exceptions allowed under FAC 62- ll, 555320(21)(c)] kCl WTC c. All public water system components, 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)] t 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 no. more than 0.2% lead. [FAC 62- 555.322] WTC e. All r e and pipe fittings installed under this ro ect will be color coded or marked in accordance with PP PP g P. j subparagraph 62- 555.320(21)(b)3, F.A.C., usiirg 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: Pipstt`iped,dtiring 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 of 24 inches or greater, tape or paint will be applied in continuous lines 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- 555320(21)(b)3] E "� r 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� MAiNs WITH AN INSIDE DIAMETER OF LESS THAN THREE INCHES. [FAC 62- 555.320(21)(b) and DEP Form 62- 555.800(7)Alternate Page 3 Effective AuBusl 28, 2003 Packet Page -1019- 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSS 'i! , WTC WTC WTC a ! >`C WTC WTC ' WTC G' WTC E�°= WTC X WTC l c WTC WTC WTC 6 L' WTC K14 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' ire hydrants Will beat least six inches. [FAC 62- 555.320(21)(b) and RSWW 8.1.21 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 RSWX'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.b] k. 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)(6) and RSWW 8.2] 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)(6) and RSWW 83.3] 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 e; ,istirig or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under'Part III of Chapter 62 -610, F.A.C., or vacuum -type sanitary sewer; at least six feet from any existing or'propostd 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 =gite sewage treatment and disposal system." [FAC 62- 555.314(4)] 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 8.4.1] 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 8.4.2] p. New or altered chambers, pits, br m�nlioles that contain valves, blow -offs, meters, or other such water distribution system appurtenances acid that are included 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 RSJVIV 8.4.31 q. New or altered water mains includedin .this =project will be installed in accordance with applicable AWWA standards or in accordance with manufacturers' recommended procedures, [FAC 62- 555.320(21)(6), RSWW8.5.1, 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; backfil] material will be tamped in Iayers around underground pipe instailed 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,)(6), 93ww 8.5,21 S. All water main tees, bends, plugs, and,ht drams installed under this project will be provided with thrust blocks or restrained joints to prevent movement. •,[>tAC 62- 555.320(21)(b) and RSWW 8.5.4] t. New or altered v;ater mains thzt are.ir:olrided in 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 incorporated, into Rule,62- 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 0600 as incorporated into Rule 62- 555.330. [FAC 62- 555.320(21)(b)l and AWV,'A 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- 555.340] v. New or altered water mains that are�.ineluded in this project and that will be installed in areas where there are known aggressive soil conditions will be protected4irough 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 RSW6i'8,5,7.dJ y DEP Form 62- 555.900(7)Altamate Page 4 Fffecllve August 28, 2003 Packet Page -1020 - 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL. :PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs I'roiect Name: Legacy Estates :. -1 Permittee: Breault Construction, Inc., WTC w. New or relocated, underground water 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 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'sewer, tewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62 -610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on -site sewage treatment and disposal system." [FAC 62- 555.314(1); exceptions allo,&ed'ttnder FAC 62- 555,314(5)] X x, New or relocated, underground water" Mains -that are included in this project and that will cross any existing or proposed gravity- or vacuum -type sanitary sewer or 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 1� so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62- 555.314(2); l tvVTC 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.,, ,water main joints are at Ieast three feet fi-om all joints in vacuum -type sanitary sewers, stone sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62 -610, F.A.C., and at,least 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 X 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 fi•eezing, and accessible for repair or replacement. [FAC 62- 555.320(21)(6) and RSHV8.7.1] X 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- 555.320(21)(b) and RS1WY 8.7.21 X bb. New or altered water mains that• are.inoluded in this project and that will cross under surface water courses greater than 15 feet in width.wiil haue'fIez ible.or restrained, watertight pipe joints and will include valves at both ends of the water crossiniko the underwater 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 will'be in a manhole; and permanent taps will be provided on each side of the isolation valve within the manhole to'allow fbr, insertion of a small meter to determine leakage from the r underwater main and to alto for sampling of water from the underwater main, [FAC 62- 555,320(21)(6) and RS911h t cc. This project is being desigited to include proper backflow protection at those no-,k-or altered scrvrcc connections where backflow protection is required or recommended under Rule 62- 555.360, F.A.C., or in Recommended Practice for Backfiov, 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 connections where backflow protection is required or recommended under Rule 62- 555.360, F.A.C., or in AW "'lvUnual,M14. [FAC 62- 555,360 and AWVdA Manual MN as incorporated into FAC 62- 555.330] X dd. Neither steam condensate, cooling water -from engine jackets, nor water used in conjunction with heat exchangers will be returned to,the new or altered water mains included in this project. [FAC 62- 555.320(2i)(b) and DEP Form 62- 555.900(7)Altomate Effective August 28, 2003 Page 5 . Packet Page -1021- 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSS Project Name: Legacy Estates I Permittee: Breault Construction inc.. 2. Explanation for Requirements Marked "X" in Part II.C.I 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 STA3t58 is approximately 6" below the existing storm drain crossing. The Contractor will be directed to uncover this conflict crossing to determine the existing conditions and FDEP and Collier County will be notified to determine if any action is needed; z, aa,bb - No surface water crossing; dd, -No steam, cool ing , ly ter,-or heat exchangers proposed. I completed Part lI of this notice, and the information provided in -Part II and on the attachment(s) to Part II is true and accurate to the 1.. C....... 1...,,.,.1,, A..a ...,A 1,o1 ; V Signature, Seal, and Date of Professional Engineer (PE) or- Signature, Seal, and Date of Professional Engineer (PE) ar Signature and Date of Other Person in Responsible 6harge of Signature and Date of Other Person in Responsible Charge of Designing Project:* Designing Project:* � ®�`tttilllJJ)Jd� ®p C OI F aA� m No q2 � LIJ LLI Printed/Tyame: V: Te q • . Printed /T ed Name: License Number of PE or. I icehns Ru Pik or Title of Other License Number of PE or- License Number or Title of Other Person in Responsible Charge of D ysJ ing Project:* 42347 Person in Responsible Charge of Designing Project:* ,fiat,•. Portion of Preliminary Design Report for Which Responsible: Portion of Preliminary Design Report for Which Responsible: Entire * Except as noted in paragraphs 62- 535.510(3)(a) and (b),, I;:A;C.„ projects snatt oe aesignea unaer me responsive charge q1 one or more Plus licensed in Florida. If this project is being des j&gd.under the responsible charge of one or more PEs licensed in Florida, Part II of this notice shall be completed, signed; "sealed, -and dated by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one -:or rriore `P&' licensed in Florida, Part 11 shall be completed, signed and dated by the persons) in responsible charge of designing this project. DEP Form 62- 555.900(7)AItemate Page 6 Effective August 28, 2003 Packet Page -1022- 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs I Proiect Name: Legacy Estates 1 Permittee: Breault Construction 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 treated 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 construction of water mains that create a "new system" as described under subsection 62-555.525(l), 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.) I understand that, if this project is designed under the responsible charge of one or more professional engineers (PEs) licensed in Florida, the permittee must retain a Florida - licensed: PE•to take:responsible charge of inspecting construction of this project for the purpose of determining in general if the construction,proceeds'ih 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, W. Terry Cole, P.E. Agent Signature and'Date Printed or Typed Name Title B. Certification by PWS Supplying Water to Project. I am duly authorized to sign this notice on behalf of the PWS identified in Part LG 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.neoessary, to meet the design water demands for this project, and I certify that all other PWS components affected by this project also,have 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 -699, F.A.C.; furthermore, I certify that, to the best of my knovledge 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 connection(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'ofPlant(s), gpd: Total Maximum Day Flow at Plant(s) as Recorded on Monthly Operating Reports During Past 12 Months, gpd: Signature and Date Tom Clunelik Printed or Typed Name C, Certification by PWS that Will Own Project After It Is Placed into Permanent Operation Dir. Public Utilities & Plg. Title I am duly authorized to sign this notice on behalf of the PWS identified in Part LH of this notice. I certify that said PWS will own this project after it is placed into permanent operation. I x196 certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers this project acceptable as designed. Signature and Date ::: Tgr>j Clitnelik Printed 'or Typed Name DEP Form 62 -555, 00(7)Artemate Page % Effective August 28, 2003 Packet Page -1023- Dir. Public Utilities & Plg. Title 6/23/2015 16.A.16. NOTICE OF INTENT TO USE THE GENERAL PERMIT, FOR CONSTRUCTION OF WATER MAIN EXTERM6NS. FOR PWSs I Protect Name: Legacy Estates 1. Permittee: Breault Construction, Inc.. I 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 low- molecular- weight petroleum products or organic solvents; • construction of an interconnection between prcviously'separate 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 s ecific construction permit is re uired for each project involving anv of the above listed construction work,) Signature, Seal, and Date: Signature, Seal, and Date: aRY COIF ®,,d ���• N S o ®oas ®� i 23A7 k m 0 A _ Printed! •�d N V,T alit ISE. Printed/Typed Name: Licensiber: 2347 p ; ' License Number: Portion rif sin , , , for Which Responsible: Portion of Preliminary Design Report for Which Responsible: Entire ®� SS a a Except as noted fladlsmsdzgl ihs 62- 555.520(3) (a) and (b), FA. C., projects shall be designed under the responsible charge of one or more professional engineers (PEs) licensed in Florida, 1f this project is being designed under the responsible charge of one or in ore PEs licensed in Florida, Part 11I.D of this notice shall be completed by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of orie oi•. 10 is licensed in Florida, Part 1AD does not have to be completed. DEP Form 62- 655.900(7)Aitemate Page 8 Effective August 28, 2003 Packet Page -1024- 6/23/2015 16.A.16. BREAULT CONSTRUCTION, INC. 4110 Enterprise Avenue, Suite 214 Naples, Florida 34104 (239) 776 -78=44 October 31, 2014 RE: BREAULT CONSTRUCTION, INC. TO WHOM IT MAY CONCERN: This letter is written authorization for W. Terry Cole, P.P., Vice President, hole Mantes, Inc., to act on behalf of Legacy Estates (as Agent) in all inatters 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 By: Operating Member and Authorized Signatory: Name and Title Date: STA T E OF COUNTY OF 1�ZC -S 1oC1� 7, c� d Before me personally appeared 17A,4o4v, 7 to_ mw -I'Vell knower -I 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 fox- the purposes therein expressed. WITNESS my hand and official seal this // day of MO e -M-c —, 2014. OAT" OHWNNESM SEAL NOTMyPUBLIC -STATE OFMIC-HIGAN CCAlNW OF WAYNE ct% inthe C n my of Match 15,21y18 Notary Public � Ar+9 Itr the County of WAYNE State of My Commission Expires: I L •1?OOT ?007UI3 \tt�('1LD41(ilih'T t; i'K OF rllll7iORl'LA'i'EQ \4Legncq Eiswtes • Ltr. of Antharir.Ftion I :1D3 Ldoc Packet Page -1025- TO: FROM: DATE: RE: 6/23/2015 16.A.16. MEMORANDUM +'►i "isae1yP @e ®�',� COLE !Bose ............ S E e`a Legacy Estates HM File No. 2007.018 W. Terry Cole, P.E. Feb. 2, 2015 W. TerryfCore, P.V, #425 7 1 iet *- Preside �'- 'T•: C7 sossop �ES` 'yyONp- o�• WATER MAIN DISTRIBUTION SYSTEM DESIGN CALCULATIONS This design memorandum was prepared for the water main system hydraulic calculations for the referenced proj ect. The system was analyzed based on receiving water from one (1) connection from 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 -1026- 6:\ 2007\ 2007018\ WP1Vatca-_Itfain_Distribtuion Desibn_Caiw,aLiOlIN— wc.auc 6/23/2015 16.A.16. LEGACY ESTATES WATER DISTRIBUTION NODAL DEMANDS 2/2/15 GPD = 340 GPM = 0.236 NODE DEMAND 1 7 LOTS x 0.236 = 1.65 2 6 LOTS x 0.236 = 1.42 H:12007120070181SS�Nodaf Demands 150202.xls Packet Page -1027- I 6/23/2015 16.A.16. TABLE 1 — PERMANENT CONDITION RESULTS OF KYPIPE ANALYSIS FOR LEGACY ES T A T r S (KYPIPE CALCULATIONS ATTACHED) PRESSURE = 40 PSI 2/02/15 MINIMUM PRESSURE FIRE FLOW MINIMUM PRESSURES WITH 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). H:\ 2007\2007018 \WP \WATER MODEL (40psi) 1502, Packet Page -1028- DATE = 02 -03 -2015 Jr`E NAME = 6/23/2015 16.A.16. 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 \6u1 \LEGACY40.DAT TABULATED OUTPUT FILENAME -- - - - - -- C: \kypipe2 \6ul \LEGACY40.OUT POSTPROCESSOR RESULTS FILENAME - -- C: \kypipe2 \6ul \LEGACY40.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 FLOWPATE ............ = gallons /minute HEAD (HGL) = feet PRESSURE ............ = prig P I P E L I N E D A T A STATUS CODE: XX - CLOSED PIPE FG -FIXED GRADE NODE PU -PUMA' LINE CV -CHECK v'ALVE RV - REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS FGN -HGL NUMBER #1 #2 (ft) (in) COEFF. COEFF. (it) --------------------------------------- 1-FG 0 i 290.0 --------- ------------------------------- 8.0 20.00 .00 102.40 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 -1029- ])ATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 t. -PUMP LINE TK -STORAGE TANK S Y S T E M C O N F I G U R A T I O N VELO. 1000 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 *kk *�c��l : Fk�; 1c�rk: k7F* �c* yc; r�c�tk�k * * *�c�r:ryri:'/c�c�c�c�k TIME RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 S I M U L A TT I O N D E S C R I P T I O N (L A P E L) IA LR[�l3L' LAI _FT i ij OW 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 -1030- PU -PUMP LINE TK -STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 02 -03 -2015 J(-'B NAME = 6/23/2015 16.A.16. 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 FLOWR.ATF 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 -1031- 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 6/23/2015 16.A.16. PAGE NO. 4 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) max. daily flow 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) I -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) (f t) (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 -1032- DATE = 02 -03 -2015 JrI?3 NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) ---------------------- 1 40.04 6/23/2015 16.A.16. 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 NET SYSTEM OUTFLOW = .00 T 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 -1033- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 42 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 6.60 102.40 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 JITNCTION MAXIMUM NUMBER PRESSURES ---------------------- 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 FLOWHATE NUMBER (gpm) -------------- - - - - -- Packet Page -1034- DATE = 02 -03 -2015 JC)8 NAME = 1 NET SYSTEM INFLOW = NET SYSTEM OUTFLOW = NET SYSTEM DEMAND = 12.28 12.28 .00 12.28 6/23/2015 16.A.16. 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 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 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 VELD. 1000 (gpm) (ft) (ft) (ft) (ft /s) (ft /ft) --------------------------------------------------------------------------- - - - - -- Packet Page -1035- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. PAGE NO. 8 1 -FG 0 1 1002.47 6.17 .00 .00 6.40 21.28 2 1 2 1000.00 6.14 .00 .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 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 NUMBER PRESSURES (psi) --------------------- 1 37.37 JUNCTION MINIMUM NUMBER PRESSURES (psi) --------------------- 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 ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER BT R (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 -1036- DATE = 02 -03 -2015 JnB NAME = TIME: 9:33:26 Packet Page -1037- 6/23/2015 16.A.16. PAGE NO. 9 6/23/2015 16.A.16. 1 TABLE 1- PERMANENT CONDITION RESULTS OF KVPIPE ANALYSIS FOR LEGACY ESTATES (KYPIPE CALCULATIONS ATTACHED) PRESSURE = 50 PSI 2/2/15 MIMIVR M PRESSURE 1: • . u l► All. lu ' : ' l: �/_ " ' i • 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 Comity) . x:\2007\2007018\WP \WATERMODEL (50psi) 1502 Packet Page -1038- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 ............ HEAD (HGL) .......... PRESSURE ............ P I P E L I N E D A T A STATUS CODE: XX - CLOSED CV -CHECK = gallons /minute = feet psig PIPE FO -FIXED GRADE NODE Piz -PUMP LINE 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 -1039- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 TK 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 F 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 -1040- PU -PUMP LINE TK -STORAGE TANK MINOR LINE HL/ LOSS VELO. 1000 (ft) (ft /s) (ft /ft) DATE = 02 -03 -2015 J('IF3 NAME = 6/23/2015 16.A.16. 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 1.65 125.50 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 -1041- DATE = 02 -03 --2015 JOB NAME = 6/23/2015 16.A.16. PAGE NO. 4 D E M A N D C H A N G E S DEMAND TYPE = 1 - GDF = 1.500 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 j.., �S I M U L A T I O N max. daily flow D E S C R I P T I O N (L A B E L) 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 41 42 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 IT N C T I 0 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) (f t) (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 -1042- DATE = 02 -03 -2015 iT ^13 NAME = P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) --------------------- 1 50.05 6/23/2015 16.A.16. 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 NF'T SYSTEM OUTFLOW = .00 r 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 1 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 flaw Packet Page -1043- DATE = 02 -03 -2015 JOB NAME = 6/23/2015 16.A.16. 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 42 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 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 6.60 125.50 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 ( +) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ( -} OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE FLOWRATE NUMBER (gpm) -------------- - - - - -- Packet Page -1044- DATE = 02-03-2015 Jr)B NAME = I NET SYSTEM INFLOW = NET SYSTEM OUTFLOW = NET SYSTEM DEMAND = 12.28 12.28 .00 12.28 6/23/2015 16.A.16. PAGE NO. 7 D A T A C H A N G E S F 0 R N E X T S I M U L A T 1 0 N D E M A N D C H A N G E S !DEMAND TYPE = I - GDF = 1.500 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION DEMAND f NUMBER %gpm) --------------------- 2 1000.00 S I M U L A T 1 0 N R F, S U L T S THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 `S I M U L A T 1 0 N D E S C R I P 'I 1 0 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 f[l ----------------- R 2 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) (it) ------------------------------------ Packet Page -1045- PU -PUMP LINE TK -STORAGE TANK MINOR LINE HL/ LOSS VELD. 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 6/23/2015 16.A.16. 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 ( gptzt) 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 -1046- DATE = 02 -03 -2015 J^F3 NAME = TIME: 9:35: 3 Packet Page -1047- 6/23/2015 16.A.16. PAGE NO February 11, 2015 Paula Brethauer, Project Coordinator ; bent 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 Engh-ieer, 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 ha's 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 - JOHN 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 PSI' or pursuant to Section 6.06.01 N of the LDC. Response. Acknowledged.. The`:.applicant requests relief from the 60' ROW requirement be granted liy `' the County Manager or his designee based on the following consideration: Packet Page -1048- Naples • For# Myers 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File No. 2007018 February ii, 2015 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 50' 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 $" 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'revised'to provide for access without utilizing the west half of Lakeland Avenue within the Legacy Estates property limits for egress. The striping plans have been- chonged 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.docx Packet Page -1049- 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Camm6tts '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, Comeast, FPL & 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 Y -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 estimate: 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 adder 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 Systein Design Calculations" memorandum is 385 GPD and the calculations aiid- DEP'form 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 Re- Submi4d,PB 150211 2nd Response Comments Re- subn-dM.docx Packet Page -1050- 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE; LEGACY ESTATES - 2nd Response Comments 7te= 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. I - 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 list of, items to be owned and maintained by the n developer /ower 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 \1A7P \LD \ICP & FP 2014 \2nd Re- Submittal \P81502112nd Response Comments Re-submittal.docx Packet Page -1051- 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - CIient Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittal (PL20140002627) HM File Na. 2007018 February 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 assembIV. 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 device shall be provided at each dead end of a water main and also near the mid -point of a looped water main. The chloralnine 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 iri conflict with 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 ReSubmittal \PB 150211 2nd Response Comments Re- submitW.docx Packet Page -1052- 6/23/2015 16.A.16. 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 6 of 13 17. Submit an approved utility deviation 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 (121301'14) 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 \LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- submittal.docx Packet Page -1053- 6/23/2015 16.A.16. Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - 2nd Response Comments Re- submittaI (PL20140002627) HM File No. 2007018 February 11, 2015 Page 7 of 13 . ti+" . 22. The 15" RCP between ME -2 and C8-6 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 and 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.3.t. On site plan, for single- family lots, show typical unit on typical interior and corner lots. 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 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 evised as requested. The revised site plan does not have any corner lots. I-l: \2007\2007018 \4YP \LD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- submittal.docx Packet Page -1054- 6/23/2015 16.A.16. 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, please.remove 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, 75 side, 25' rear. Response: The Plans 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 SF. 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 ruin 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 \"TNLD \ICP & FP 2014 \2nd Re- Submittal \PB 150211 2nd Response Comments Re- suibmittal.docx Packet Page -1055- 6/23/2015 16.A.16. 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. 8. 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 Re- Submittal \PB 150211 2nd Response Comments Re- submittal.docx Packet Page -1056- 6/23/2015 16.A.16, Paula Brethauer, Project Coordinator - Client Services COLLIER COUNTY GOVERNMENT RE: LEGACY ESTATES - Did 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. 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- vegefation 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 Conunents Re- subn- dRal.docx Packet Page -10S7- 6/23/2015 16.A.16. 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 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 ICP 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 continents 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" EOPC; • 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:\20G7\2007018\VYT\LD\1CP & FP 2014 \2nd Re- Submittal \PB 150'211 2nd Response Comments Re- submittaLdocx Packet Page -1058- 6/23/2015 16.A.16. 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 updated 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 Blowoff (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, Water-main & Storm Drain Pipe (Water) Utility Deviation submitted to N. Beals,' t . • 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 Water Utility 'Deviation #2 (approved12 /30/14) to leave the existing water main in cturrent 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 \1A'P \LD \ICP & FP 2014 \2nd Re- 5ubmi.ttaAPB 150211 2nd Response Continents Re- submittal.docx Packet Page -1059- 6/23/2015 16.A.16. 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 13 of 13 • Five (5) copies of the revised Landscape & 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. �r 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 \LI7\ ICP & FP 2014 \2nd Re- Submittal \P8150211 2nd Response Comments Re- submittal.docx Packet Page -1060- 6/23/2015 16.A.16. F- tc �- r �,4 &, 55 Date: 11/24/14 ❑ Wastewater F Wafer Dev. #1 ❑ - IQ Water REQUIRED - Site Development Plan # (SDP #) - or- Subdivision Improvement #(PPL #) 5969 Project Name: Project Address: LEGACY ESTATES 0 Privately Owned IR county owned 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 Einail te.rrycole @hmeng.com Reason for request? A decorative wall is proposed to cross over an 8" PVC water maui along the north side of Legacy Court as shown on the attached site plan HM Drawing No. 4805 -3, The wall details are shown on the attached sheets L -1 and L -1A. REQUIRED FORMS ror all Devia tion Request rurless speclJied. E7 Blue Prints /Site Drawings ❑ Detail Specifications ❑ Menu & Seating only for Grease Trap Deviations ❑ Cover Letter NY/ Pertinent Infortnation How does this request differ from Ordinance? W411s 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 operation /maintenance 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 Developer /Property Owner's Association, Planning & Project Mgmt. Dept. Approve: Disapprove: W or WW Department Director Approve: Disapprove: Authorizing Signature: Copy to: Engineering tteview Public Utilities Administrator Collier County Utility Director Packet Page -1061- Staff Comments: Date: COUNTY STAFF ONLY Routing for Review: (Initials) Stake & Locates Approve: Disapprove: WW Pretreatment Inspector Approve: Disappi_bve: 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 tteview Public Utilities Administrator Collier County Utility Director Packet Page -1061- Staff Comments: Date: 6/23/2015 16.A.16. UTILITY PLAN GENERAL NOTES: ---------------- ----- ----------- ---------- ----- --- -- --- - -------------------- -------------- --------- ---------- ----------- ATCH -Ll STA. -50 lo ------------- I ----------- --------- Js---------- - --------------- L GACY COURT 14 Q 7/ 1 - -- --------- A' -i� t�llllo d 6 0+00 1 0 2+00 3"0 4+00 5+00 6+00 7.00 8+00 LAKELAND AVENUE LEGACY COURT SITE UTILITIES AND LEGACY ESTATES MOLE moN s PLAN & PROFILE 1-1111=7 I - "Ill, — I .. —1 2007.018 J u' D Packet Page -1062- 6/23/2015 16.A.16. Legacy Estates, Naples, FLORID!! LEGACY ESTATES NAPLES, FLORIDA —051 .mac PLAN (�5;wl— �ZS—Zl - �11- ASSOCIATES, INC, LEGACY ESTATES, WILES, FLOPJDA laafl lag" Packet Page -1063- 6/23/2015 16.A.16. BARREL TILE ROOF DECORATIVE METAL STONE COLUMN GATE - -\ SIGN PEDESTRIAN GATE STONE WALL� TYPICAL ELEVATION SKETCH NOT TO SCALE Z-- /A Packet Page -1064- r i( 36" COLUMN BARREL TILE ROOF - RAFTER TAILS-, m CONCRETE BLOCK EXISTING GRADE CONCRETE BLOCK - STONE VENEER EXISTING GRADE ^ (ALL SIDES) 6/23/2015 16.A.16. BOND BEAM 10 #5 REBAR CONTINUOUS -PRE-CAST CAP &. TRIM FILL CELLS 4' CC #5 REBAR \- STUCCO & PAINT 5 @ #5 REBAR CONTINUOUS �� iT8 �' CONCRETE FOOTER 2 #5 REBAR CONTINUOUS 12X16" BOTH DIRECTIONS 5 9 #5 REBAR CONTINUOUS / - CONCRETE FOOTER BOTH DIRECTIONS 18 °X48° LANDSCAPE COLUMN DETAIL NOT TO SCALE Packet Page -1065- PERIMETER WALL DETAIL NOT TO SCALE ,0r7�(C" loclem e1 6/23/2015 16.A.16. Date: 11/24/14 ❑ Wastewater 0 Water Dev. :/2 ❑ IQ Water REQUIRED - Site Development Plan # (SDP #) - or - Subdivision improvement #(PPL #) 5969 Project Name: LEGACY ESTATES ❑ Privately owned [YCounty 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 RFQUIRFD FORMS For all Derinlion Request rurless speclfted. ❑ Blue Prints I Site Drawings ❑ Detail Specifications ❑ Menu & Seating only for Grease Trap Deviations ❑ Cover Wier w /Pertincnt Information How does this request differ from Ordinance? The County requirement is a clearance of 75 from the water main to the back of valley gutter, Impact of this request on affected area? —NONE 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 / maintenarce of the Collier County Utility system: N/A Additional Comments: If water main repairs require impacts to the vatiey gutteror roadway, repair of these will be the responsibility of the Developer /Property Owner's Association. The roadway is private copy [u: cnymeenny rceview Public Utilities Administrator Collier County Utility Director Packet Page -1066- Staff Comments: Date: x15/201 1 COUNTY STAFF ONLY Routing for Review: (Initials) Stake & Locates Approve; Disapprove; VWtr 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 [u: cnymeenny rceview Public Utilities Administrator Collier County Utility Director Packet Page -1066- Staff Comments: Date: x15/201 1 6/23/2015 16.A.16. LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 4 COPIES OF THE EWA PERMIT APPLICATION Packet Page -1067- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliergov.net 6/23/2015 16.A.16. Co{hieT Cou.xty 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX: (239) 252-6358 AD iication for Ear); Wori( Aar- lhoriza ion (tw%NA) tom.h. 4 IDI. of the Administrative ative PROJECT NUMBER PROJECT NAME To be completed by staff DATE PROCESSED (,i: N LAL 11"4FORM; y lON' 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 Ai PLI,'_A N T Ct w i TA,C T sI�F ) R "w ' T €C". Property Owner: Tim Breault, Breault Construction, Inc. Address: 4110 Enterprise Avenue Telephone: 776 -7844 Cell: N/A E -Mail Address: tbreault @gmail.com Agent: W. Terry Cole, P.E. City: Naples Address: Hole Montes, Inc. 950 Encore Way city: Naples State: Florida ZIP: 34104 Fax: N/A State: Florida ZIP: 34110 Telephone: 254 -2000 Cell: N/A Fax: 254 -2099 E -Mail Address: terrycole @hmeng.com 10/25/2013 Page 1 of 3 Packet Page -1068- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliergov.net 6/23/2015 16.A.16. Coffie' County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX: (239) 252 -6358 S,u_ISMiTt AL FP- Q..ltR ---hr kJS 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: Q $500.00 Application Fee Q Addressing Checklist 2- Copies of the DEP Permit, if required ❑ 2- Copies of the USACE Permit, if required Q 4- Copies of Plan Cover Sheet F� 2- Copies of the SFWMD E.R.P Permit, if required 4- Copies Excavation Plan 0 4- Copies of clearing Plan R 4- Copies Erosion Control Plan © 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 I!EVE� 'AT10N Q-C. NZ"' C- 31v..11 i AS 100 ;w i Acres to be Cleared Cost per Acre Total Cost $2,000.00 1. Revegetation Bond of $2,000 per acre is required. 2. Total Vegetation should equal that which is allowed for the EWA clearing. Under pe,kjkttAcafipgpury, I declare that I have read the foregoing application for Early Work Authorization PernRv"*�h aC,641" �tated herein are true and further, that all preliminary construction activities are cog2lutsrp emZisk &�d at no risk to Collier County a-t Sigtsature f `; : LU Z Date ti cm(cD. isre President 4%, Printed "f��a�� ' 10/25/2013 Page 2 of 3 Packet Page -1069- 6/23/2015 16.A.16. LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 4 COPIES OF THE EWA COVER LETTER Packet Page -1070- 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, eX; W. Terry Cole, P.E. Vice President W TC:tdc Enclosures cc: Tim Breault w /enclosures Bryon Adamczvk ,v /enclosures Jim Drescher w/ enclosures H:A2007V2007018 \WP \LD \PERMITS \EARLY WORK AUTHORIZATION \PB 141126 EWA APPLICATION docx Packet Page -1071- 6/23/2015 16.A.16. LEGACY ESTATES EARLY WORK AUTHORIZATION APPLICATION HM FILE NO.: 2007018 NOVEMBER 2014 1 COPY OF APPROVED ADDRESSING CHECKLIST DATED 11/25/14 Packet Page -1072- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION CO) r COUnty 6/23/2015 16.A.16. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (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) ❑ Carnival /Circus Permit ❑ SDPI (Insubstantial Change to SDP) • CU (Conditional Use) ❑ SIP (Site Improvement Plan) • EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Plat ❑ LLA (Lot Line Adjustment) ❑ SNR (Street Name Change) ❑ 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) • LOCATION MAP must be attached showing exact location of project/site 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 (forexisting projects /sites only) SDP or AR # 5969 Packet Page -1073- 6/23/2015 16.A.16. CAT County n"1 I Irn "I I►I TV r+ " RNARE"IT 2000 NORTH u SESHO DRIVE t. %J r-R �,vun I I vvv rNIVmcry I Lvvv IvWIN I IJi rs `�Rvc. HORSESHOE L.F V GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 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/TOBI CHARBONNEAU PHONE 254 -2021 FAx 254 -2099 Signature on Addressing Checklist 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) 00162320000 Folio Number Folio Number Folio Number Approved by: a , > ✓ Date: 11 -25 -2014 Updated by: - _ Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Packet Page -1074- Details 6/23/2015 16.A.16. Page I of 1 New Smirch � I Tim, E;!(;; 1 s.. Change of Adrli'ess Fr•aperty Smimiary FITOperty Detail Aerial Shetchw; 'I`rhn Woti e5 Parcel No, 00162320000 Site Adr. , eN '-�P htti): / /www,coliie,appi-aise,.comfMain Sear cliaecoi•dDetail.htn-d?F,oliolD- 162320000 8/18/2014 Packet Page -1075- EARLY WORK AUTHORIZATION PERMIT LDC Section 10.01.02(B) OWNER NAME: JD DEVELOPMENT LLC ADDRESS: 2635 CHESHIRE LANE, NAPLES, FL 34109 TELEPHONE: (239) 776-7844 APPLICA14T -INFORMATION 1� APPLICANT NAME: HOLE MONTES, INC., W. TERRY COLE ADDRESS: 950 ENCORE WAY, NAPLES, FL 34110 TELEPHONE: (239) 254-2000 Loc a ail 0rl Property 0 9: 162320000 PE 141T R4170RM ANTI ON Current Date: May 5, 2015 This permit for EWA-PL20140002627 Project Name: Lepacy 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. TPIsase call Engineering Inspections at 23r9-2521-2391 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 PERK41T WILL EXPIRE ON: 7/612016 THIS PERMIT SHALL BE DISPLAYED 014 SITE PAGE I Pac�et P,-?Pp -1 Vi- EARLY WORK AUTHORIZATION PERMIT LDC Section 10.01.02(B) 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 Montes, signed and sealed by W. Terry Cole, Dated 4/17/15. An Early Work Authorization Revegetation Bond has been collected in the form of casa, bond in the amount of $7,000.00. 11 STANDARD GENRERAL 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 NPIDES standards. 5. Burning of cleared vegetation is prohibited unless proper permits are obtaine'-d firom the local Fire Official and Florida Division of Forestry. 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 DnA,iat Pncyn -1 n77- 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. ' , .., ,* The undersigned have reviewed the plans submitted with the application a +, Authorization and find that the requirements listed in Section 10.01.02(B) of the Collier Coun Land Development Code have been met and thus the named construction activities for th project may commence. For the Environmental Roiew Department Dated For the Engineering Services Department Dated CC: Inspections SupeR�isor, with attached Plans THIS PERMIT SHALL BE DISPLAYED ON SITE PAGE 3 Par-kat Paaa - 1n752_ 1p m NO a 5g �< °<8sF`"s gwwpe Z J Z z F- M Z w w aC d� e�5� g�ghE aW "was W LL ¢ D _ O w Z 5 Z Z o7S Z J J JQ z CL C ot7 2 ,6 W D 0 z w Z 0 _a jjj O w 0 a p a 86\a�o 8" °max <„ a Q ? 3 ? xn m F z € � 65 w x W Q N Q 6 Z O C7 29 w a C w p �- O H F C E`ana�=�..�tl� �atl x e~ m w z c7 0 ° ° =e �€ >,o €eso; a c7 ¢ Z. D U 3"mg °?6c\o\� Z ujj H O Z Z W Z Z' y i.N N LU ABC tl `.$gcgc' o z w a vOi a a o z o J .a� =,.��a� F.. �' k� G� €� €.p gztcn a w O a N m 3 a N W 0 0 0 x o3g V) N _oi a ¢i ,m is oi, of Packet Page -1079- 6/23/2015 16.A.16. Lid1 LLJ O L , N D d ? Q ji vi3xOm CID w OJ o 0 LL N N Z a .. >xw o N o 0 Z,I2 Z W N N ZIW WJ....n W W.,J O d rn QI CIO n I <1 m z 'n ee Q dG Bo Cj) „„ ofdao 1 0 {L L Q . 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U) LLJ CDQ� Jz! Packet Page -1094- @tlq v gI, ee x� HST a� „g • Y d�2 =` e P iEaE J i z w a I� m� W 3m u W U) in CD 0 _z = U U w w —� w H I N i�Isl�wl is o is of I it I= o i I! i w �wLL. U) LLJ CDQ� Jz! Packet Page -1094- 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 41281 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: Jim Drescher w /enclosure Byron Adamczyk w /enclosures R.\ 200MO07015 \\VP\LD\PERh4ITS1ROVAMB 150416 ROW PERMIT APPLICATION.doc Packet Page -1095- 6/23/2015 16.A.16. Right-of-Way Application z s GROWTH MANAGEMENT DIVISION A L ROW PERMITTING & INSPECTION 2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA 34104 ROW Section Telephone Number: 257 -5767 !nae^vvnv+ui n Te1evnhvnnn f252- 3728 (For Courtesy inspection, tail 252 -3726, Option 2, and leave a message for the Inspector) FiLL IN ALL APPLICABLE INFORMATION RIGHT -OF -WAY PERMIT # ASP# PL20140002627 SDP /AR# BUILDING PERMIT # PROJECT NAME LEGACY ESTATES Check RESiC Renewal /Modification (Unexpired Permit) Jack- and- Bore/Directional Bore Sprinkler Head Open -Cut Miscellaneous Events LCOMMERCIAL �] Construction (Ali) ^ ❑ Renewal /Modification (Unexpired Permit) 0 Jack - and- Bore/Directional Bore ❑ Sprinkler Head ® Turn - lane /Median [) Open -Cut Work in the ROW without Lane Closures ❑ Work in the ROW with Lane Closures PSC Regulated Franchise Utilitv COMMERCIAL ONLY; PLEASE PRINT Today's Date March 25, 2015 FEES $200 $100 $500 $50 $2,000 $200 SMALL DEVELOPMENT $1,000~ /$2,000• $500 $1,000 $200 $1,500 $4,000 $50♦ /$100♦ See Exhibit "A" $100 + $50 oar day Insr NPPLiCATION CHECKLIST j ❑ Copy of house survey with A sketch for the request ❑ Application fee ❑ Details for request (location, size, etc.) LARGE DEVELOPh 2,000y/$4,000A $1,000 $2,000 $400 $3,000 $6,000 $100T/$200A ♦,JUN. -NOV. A -DEC -MAY. FEE PAID $1,550.00 Est. Number of Days in ROW (if applicable) Make checks payable to, Board of County Commissioners Approval is hereby requested by lOwnar Dame) Breault Construction, c. For the purpose of ROW permit 'is to construct a ape ransi ion a `the At/on (project street Address) Lakeland Avenue Lakeland Avenue north of W Lot No, Block Unit Subdivision Folio No. 001623200 Property Name Brea Owner's Contact Name Bryc Info, Mailing Add. 4110 Total Amount Paid $1,550.00 Receir)t # Tract Portion of Tract N E S W Sac S24 ; Twp. T48 Rge.R25E, Parcel 57 E. ne. Ave., Ste, 214 34104 Email Bryon Adamczyk (bczy (�grnar .coin 1. Work shall be performed in accordance with approved plan, Conditions of Permit appearing on reverse side, stipulations specified as part of this permit and in accordance with Collier County Ordinance " -19 and the "Public Right -of -Way Construction Standards Handbook," latest edition. 2. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, bofh aerial and underground. Any changes to any utility shall be the responsibility of the Permittee for all cost. 3. This permit is contingent upon Permittee obtaining necessary rights of entry for construction and maintenance where required right -of -way for public use has not been dedicated and accepted by Collier County, Contractor/ I Dame Hole Montes, Inc. Agent Contact Name eny oie P information I Mailing Add, 950 Encore Way I Telephone j 23R/254 -2000 s License Number I terrycolea hmenFcom 4. If the application is made by any person or firm other than the owner of the property involved, a written consent from the property owner shall be required prior to processing of the application. 5. Growth Management Division approval does not exempt the permittee from gaining approval from any Slate, Federal or Local Agencies having jurisdiction over the proposed work, 6. 1 have read the Collier County Right -of -Way Permit Notes and Conditions and agree to conduct all work in accordance with the County Ordinance #09 -19, as amended and all applicable all County and State, codes and laws, as amended. Under penalties of perjury, I declare that i have read the forgoing permit application and that facts stated in it are true.. SIGNATURE Packet Page -1096- 6/23/2015 16.A.16. QUALWHRS PAGE ACKNOWLEDGEMENT OF COLLIER COUNTY REGULAT1 NS ' Application is hereby made to obtain 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 ail work v411 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 falling to obtain permits prior to commencement of construction. The approved permit and/or permit appIiication expires if not commenced within 180 days from the date of issuance. The permiYee fu*er understands that only licensed contractors may be employed and that the siructura twill 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 /pemlittee to provide contracting services for the trade for ANch I am listed. Furthermore, it is my responsibility to notify the Building Review and Permitting Department should I no longer be the contractor responsible for providing said contracting services. I further agree that I understand that the review and issuing of this permit does not exempt me from complying vMb all County Codes and Ordinances. it is further understood that the property owner /permitted is the owner of the permit. Note: It change of contractor, please provide the following: Penn.it Numbex: E-mail Address: Tel: CO,v,2,kNyNAMLE: Brdault Construction, Inc. STATELIC&NSENO: CBC 1259 853 QUALIFIER'S NAAAE (PRINT) : Tim Breault i �j QUALIPMR' S SIGN kTURB: STATE OF: cta U�G� ., COUNTY OF: ' 1�Q�YU. SWORN TO (OR AFFIRM M) AND SUB CRIBED BEFORE hM Tiffs WHO TS PBRSONALLY T NOV OR AS PRODUCED ID: � PAULA R. PREVO r„01 -1\RY PUBLIC — MICHIGAN TYPE OF ED: �. i�l�f �"�� � C � i`� WAYNE COUN ACT INC IN TK. COUNTY OF My C(WAAlSSIOi F 10131/ 16 NOTARY PUBLIC SIGNATUP.E: ..._.. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT', THERE MAY BE ADDMO14AL RESMCTIONS APPLICABLE TO THIS PROPERTY i HAT MAY BE FOUND IN THE PUBLIC RECORDS OF n-IIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL. ENTITIES SUCH AS WATER MANAGE l4ENT DISTRICT, STATE AGENCIES, OR F15DERAL AGENCIES. WARNING OF POSSIBLE HEED RESTRICTIONS THE LAND SUBJECT TO THIS PERMIT MAY SE SUB tECT TO DKED, AND OTHER RESTRIGTtONS THAT MAY LIMIT OR iNIPAIR ri= LANDOWNER'S RIGHTS. COLLIER COUNTY( IS NOT RESPONSIBLE FOR THE ENFORCERgENT OF THESE RESTRIGTIONS, NOR ARE COLLIER COUNTY EMPLOYEES AUTHORIZED TO PROVIDE LEGAL OR BUSINESS- ADVICE TO THE PUBLIC RELATIVE TO THESE RESTRICTIONS, THE LA14DOWNF-R 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 RESTRiGTION SPECIFIGALLY PROHIBITS FENCING, SPRINiQ ER SYSTEMS, LANDSCAPING OTHER THAN SOD, SIGNS, WATER, SFAFER, CABLE AND DRAINAGE WORK THEREIN. IF SUCH IMPROVE69E4TS ARE NECESSARY, A SEPARATJ; PERMIT FOR THAT PURPOSE MUST BE OBTAINED FRDM i RkiSPORTA- Ti0141ROW PERMITS AND INSPECTIONS (239) 252 -61 92 ,YARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF �OIIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPR.OVEIVIENTS TO YOUR PROPERTY= IF YOU INTEND TO OBTAIN = INANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY FORE RECORDING YOUR NOTICE OF COMMENCEMENT Per Flodda Statutes 713.135 a Notice of Commence rent {NGC} is (squired far corrtracdon or improvements tota$ng mor-. than $2 500, wrfh c (fain s� p8ons. FcrAtC Replacements a notice c; eommer,cemer tis required for improvements more than $7,500. The applicant shall fla with the issuing auai ority prior to the first inspe- no arded NOC or a notariired sfatament that the NOG has brx,1 filed for reAnfng, along with a copy thereof. In order to comply%ft the A—We raq� Pa cket Page -1097- , inspec:don hold urrta prod oftne NOc Is iiidl with the buDding permitfing and Inspection departmanL The Issuing autho* shall not p°riorm or apprave subseouentinscpc5ans until Lhe appli ant des by mail, facsimae, hand delivery, email or 6/23/2015 16.A.16, 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 Ming bcr and Authorized Signatory: By: fjvz� /;/am4 Drescher, Managing Member Date: � J 344) STATE OF W tSGo&-�S, xJ COUNTY OF M 1 c..w hLt KEf. Before me personally appeared .Tames Drescher, Managing Member to me well known 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 1n4 11 A , 2015. Legacy Estates - Ltr. of Authorization 150225 Packet Page -1098- My Commission FrpireR- i S. Qer'"nea . Legacy Estates - Ltr. of Authorization 150225 6/23/2015 16.A.16. 'as�a� ,,�': 3ct ►sCrc�', tart' Public to of W i s car`s n Packet Page -1099- 6/23/2015 16.A.16. Utilities Conveyance Checklist POTABLE WATER, NON - POTABLE IRRIGATION WATER AND WASTEWATER FACILITIES ACCEPTANCE Today's Date: April 28, 2015 Project Name: Project No.: Legal Documents LEGACY ESTATES PL20140002627 AR #: N/A In Item NIA review accepted Item Needed 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 plus ❑ ❑ ❑ 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 I of 3 Packet Page -1100- Notes Rev. 10/2006 CHECKLIST 6/23/2015 16.A.16. WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97 -17, AS AMENDED Page 2 Tests, Certifications and Supplemental Documents NIA In Item review accepted Item Needed Notes �, ❑ ❑ ❑ 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 (AR -7936 & above) g, ❑ ❑ ❑ Certification of pressure testing of water and non - potable irrigation mains by Engineer of Record g, ❑ ❑ ❑ 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. ® ❑ ❑ 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 -1101- CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97 -17, AS AMENDED Page 3 6/23/2015 16.A.16. 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 siqned 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 -1102- Rev. 10/2006 6/23/2015 16.A.16. LEGACY ESTATES INSUBSTANTIAL CHANGE TO PPL -AR #5969 HM FILE NO.: 2007018 NOVEMBER 2014 1 COPY OF VEGETATION REMOVAL & SITE FILLING APPLICATION Packet Page -1103- 6/23/2015 16.A.16. Co "ter County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.coliiergov.net (239) 252 -2400 FAX: (239) 252 -6358 t:er 4 E, 4 .. e 6 w.� PETITION NO (AR) PROJECT NAME PROJECT NUMBER For Staff Use Only DATE PROCESSED /DUEDATE ASSIGNED PLANNER Staff Comments /Vegetation Inventory: ABOVE TO BE COMPLETED BY STAFF Avg: ='UCt - I%11 E_.O1!TA CT i!. C­,"", Name of Owner(s): Tim Breault, Breault Construction, Inc. Address: 4110 Enterprise Avenue, Suite 214 City: Naples Telephone: 239 776 -7844 Cell: N/A E -Mail Address: tbreaul1 @gmail.com Name of Agent: W Terry Cole, P.E. Firm: HOLE MONTES INC. Address: 950 Encore Way Telephone: 239 254 2000 City: Naples Cell: N/A E -Mail Address: terrycole @hmeng.com State: Florida Zip: 34104 Fax: N/A State: Florida Zip: 34110 Fax: 239 254 -2099 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 Immokaiee Road Reason for proposed clearing/filling: Development of residential lots. 11/14/2013 Packet Page -1104- Page 1 of 2 6/23/2015 16.A.16. co.dier County COLLIER COUNTY GOVERNMENT 2°00 NOR T n HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252 -2400 FAX: (239) 252 -6358 UBMITtAIL c;EtiE "Y`iS See Chapter 4 E.5 of the Administrative Code for additional information regarding submittal requirements. X Completed Application (download from website for current version) { Disclosure of ownership (Warranty Deed or Tax Statement) _7 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 7 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: X Permit Fee: $250 up to the I" 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) All checks payable to: Board of County Commissioners 3.5 Ac. (1 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 dole, P.E., Agent 1, 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 Colli�r,r, Aunty Land Development Code 4.06.04 and I agree to the conditions of this permit, I ALSO ii EE�NAT_V.6JPF,S srATION AND /OR MAINTENANCE OF THE RE- VEGETATION ARE NOT COMPLETED BY THE RL'72MI,T'(5ATtiE iT 4 -WILL PERFORM THE RE- VEGETATION AND /OR MAINTENANCE AND PLACE A LIEN ON tHE�'IROPERgTO RECQUI?�+ILCOST. Xx = November 24, 2014 Sigrrttite.o,Owrier/ EXgent Date s *yw a 'I, ,A i. C...• 1l'1I. Tbr quZCoot%e, P. E. Printed Name /Title 11/14/2013 Packet Page -1105- Page 2 of 2 LEGACY ESTATES INSUBSTANTIAL CHANGE TO PPL -AR #5969 HM FILE NO.: 2007018 NOVEMBER 2014 1 COPY OF THE APPROVED ADDRESSING CHECKLIST FOR VRSF Packet Page -1106- 11/11/2014 11:55 7EL 92542085 }' AJsk. 6/23/201516.A.16. Co�L7er �flu�xty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION! NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -5724 "W.COLLIERGOV.NET I 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, arm must !)e signi�d by Address,�� personnel onor to pre_ apglicatioR In®otina please allow 3 ays for prp[. s ng, 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 requite additional review and approval by the Addressing Department. I PETITION TYPE (Indicalo typo balOW, complete a separate A:Jdmssina Ct)ucklis! for each Petition typo) 81. (Blasting Permit) L7 SDP (Site Development Plan) ❑ BD (Boat Dock Extension) [] SPPA (SDP Amendmont) ❑ Carnival /Circus Permit ❑ $UPI (Insubstantial Change to SOP) ❑ CU (Conditional Use) ❑ SIl (Sits Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (insubstantial Change to SIP) ❑ FP (Final Plat ❑ SNR (Street Name Change) !7, LLA (Lot Line Adjustment) ❑ SNC (Street Name Change - Unplatted) ❑ PNC (Project Name (ohange) ❑ TOR (Transfer of Development R)ghts) pp4 (Plans & plat Review) ❑ vR (variance) (_] PSP (Preliminary Subdivision Plat) V9p (Vegetation Removat Permit) ❑ PUD Rezone VRSFP (Vegetation Removal & Site Fill Permit) [] R7_ (Standard Rezone) ❑ 7HER, I LEGAL DESCRIPTION Df subject properly or properties (copy of fc;ngtry description may De attached) S24,. T48, 825E (PARCEL 57) FOLIO (Property ID) NUMBER(s) of above (attach to, or assocrat3 with, tegai (1esaription if more than ono) 00162320000 S "rn E.F ADDRESS or ADDRirSSI:S (KS fafipliceble, if e1re8dy ess 9ned) Lakeland Avenue, Naples, Florida 34109 „ LOCATION MAP must be attached showing exact ID;.ation of p- ojewtlSite Irt relation to nearest public road fight- of-way SURVEY (copy - needed only for Unplatted properties) PROPOSED PROJECT NAME (if applicable) Legacy = states PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (fo( eX- Wirac9 prljec'A/Slies vrr v) SDP or AR or PL # 599 Packet Page -1107- 11/11/2C1a 11:56 TEL 52542099 H M LAND DEVELOPMENT i CCTV AD[ 6/23/2015 16.A.16. dier County (;OLLJER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT UIVISIONI NAPLES, FLORIDA 34104 RLAN?41NG AND Rl`aUt -ATION (239) 2522400 FAX (239) 252.5724 WWW.COLLIERGOV,NET Project Of dev@lopment names proposed for, or already appearing in, concominium documents V application; indicate whether proposed or existing) Please Check One, [j Checklist is to be Faxed back © Personally Picked Up APPLICANT NAME: YObi D, CharbOnneau for W. Terry Cote, P,E. (Agent) "ONE 254.2021 FAX 254 -2099 Signature on Addressing Checklist 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) Folio Number Folio Number Folio Number /,t ^a i Approved by:,_ � �����,� �✓ Date. Updated by,___. hat L' D A T 1:" L Packet Page -1108- �'i' wl{ x+111 Y� Ly �� � by� f a t '1 y � t�, � a y v ���������� :r !;� � � 1'� Z' . „u�Xj,�f�h i to ..ti'. fi�? t .�,}'' �' M . ��.,.. w ._ .�. , , x� e� to ^� �'��Y'��2 �Ax yi.. ylal y../� M "J�rl'�'..wu 1 y r' �,Yr Ari. (( Mn� 11,; - ll�w M'ywl� Yr ,� � �,.,- `k'*i '� r v.. q ..... � .+lM� ... _...� _.'r,.�' viii ... ., s. ��- � z =t �� �:�;:. ,, � fir~ � �A J a*- � ��' .ry r ,,:,..� � �j[- +�.��� 6/23/2015 16.A.16. 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 PERMIT INFORMATION Current Date: May 14, 2015 This permit for VRSFP- PL20140002627 Project 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. II STANDARD GENERAL CONDITIONS II GENERAL CONDITIONS: 1. This permit must be kept on site. and be available for inspection by Count}, State, and Federal officials. Packet Page -1110- 6/23/2015 16.A.16. 2. This permit does not obviate the owner /agent from obtaining required permits of County. State, and Federal 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 For the Engineering Services Department Dated Dated cc: Inspections Supervisor, with attached Plans Reading File Packet Page -1111-