TOWN OF CRAMERTON BOARD OF COMMISSIONERS WILL CAUTHEN, MAYOR  CRA  DEMETRIOS KOUTSOUPIAS, MAYOR PRO-TEMPORE COMMISSIONER SUSAN NEELEY - COMMISSIONER DONALD RICE COMMISSIONER DIXIE ABERNATHY - COMMISSIONER RICHARD ATKINSON  BOARD OF COMMISSIONERS MEETING THURSDAY, August6, 2020 @ 6:00 PM CRAMERTON COMMUNITY CENTER  1Julian Street Cramerton, NC 28032  Citizens with disabilities requiring special needs should contact Cramerton Town Hall three (3) days *Note 1: Due to the COVID-19 (Coronavirus) State of Emergency and ordered restrictions in North Carolina during the month of August 2020, this Cramerton BOC meeting will be at the Cramerton Community Center (1 Julian Street, Cramerton, NC 28032). Please note that this meeting will follow protocol per North Carolina group: gathering restrictions. All public are required to wear masks in **Note 2: Information for the public to listen via Zoom to this BOC meeting will be posted via the Cramerton "sunshine" email; the Cramerton Facebook Page, the Town Website ovsmmsto.incesNy and on the door of Cramerton Town Hall (155 N. Main St.).  prior to the meeting by calling 704-824-4337.  Town facilities.  AGENDA  1. Call to Order and Determination of Quorum. 2. Invocation and Pledge of Allegiance. 3. Adoption of Agenda for this meeting.  4. Note: There will be no General Public Comments Section for this August 6th BOC meeting. The General Public Comments Section for the month of  August will be held at the August 20th BOC meeting.  5.F Proclamations  a. A proclamation honoring those recipients of the Purple Heart Medal who have selflessly served the United States of America. (page 4) 6. Consent Agenda (Action Item): Consider approval of the consent agenda. Note: Ifa any item requires further discussion, it should be removed from consent and placed  appropriately on the agenda. a. Minutes  i. July 16, 2020 meeting minutes. (page 5 to 10)  7. Agenda Items Requiring a Public Hearing  a. Public Hearing 1 - A public hearing to consider the voluntary annexation request from Palmetto Bluff Company, LLC to annex approximately 479 acres off of S. New Hope Road, Parcel ID's 222767, 222768, 216850. A portion of Parcel ID 222767 is within the Town of Cramerton's Extra-territorial Jurisdiction; the remainder of the land is currently under Gaston County's  1    Zoning Jurisdiction, but within the Town's future annexation area. (pages 11  to27)  . Open Public Hearing  ii. Staff Comments / Developer Comments/ BOC Q&A  ii. Public Comments iv. Close Public Hearing  V. Note: Due to COVID-19, the State of NC is requiring that any municipal government wait at least 24 hours after closing the public hearing to make a decision regarding a public hearing matter. Therefore, in compliance with the State of NC Law, the Cramerton BOC currently plans to make their decision on this public hearing at  the August 20, 2020 BOC meeting.  b. Public Hearing 2 - A public hearing to consider MT Land, LLC's request for a conditional rezoning of approximately. 479 acres off of S. New Hope Road for ar mixed use development. This rezoning request would allow for up to 1070 single family homes, of which no more than 275 units can be attached townhomes, 80,000 square feet of retail.commercial uses, 100,000 square feet of office uses, and 70 acres of business park/light industrial use.  (pages 28 to5 58)  Open Public Hearing  ii. Staff Comments /D Developer Comments/ BOC Q&A  iii. Public Comments iv. Close Public Hearing  V. Note: Due to COVID-19, the State of NC is requiring that any municipal government wait at least 24 hours after closing the public hearing to make a decision regarding a public hearing matter. Therefore, in compliance with the State of NC Law, the Cramerton BOC currently plans to make their decision on this public hearing at  the August 20, 2020 BOC meeting.  C. Public Hearing 3 - A public hearing for comments regarding the updated  Cramerton Parks and Recreation Master Plan. i. Open Public Hearing ii. Staff Comments /BOC Q&A iii. Public Comments iv. Close Public Hearing  2  2    V. Note: Due to COVID-19, the State of NC is requiring that any municipal government wait at least 24 hours after closing the public hearing to make a decision regarding a public hearing matter. Therefore, in compliance with the State of NC Law, the Cramerton BOC currently plans to make their decision on this public hearing at  the August 20, 2020 BOC meeting.  8. Agenda Items NOT Requiring a Public Hearing  a. Planning & Zoning  - VCM Phase 1E, Town Home Plat 2  1. Action Item: Consider approval of VCM Phase 1E, Town  Home Plat 2. (pages 59 to6 64)  b. Board of Commissioners  - Alcohol Beverage Control (ABC) Board search Committee  1. Action Item: Per the BOC Rules of Procedure Policy, consider appointing two Commissioners (along with the Mayor) for an ABC Board vacancy search. Once the appointment committee is chosen, staff will send out a projected timeline. Note: The decision date is projected at the October 1, 2020 BOC meeting. 1. Action Item: Per the BOC Rules of Procedure Policy, consider appointing two Commissioners (along with the Mayor) for a Planning and Zoning Board vacancy search. Once the appointment committee is chosen, staff will send out a projected timeline. Note: The decision date is projected at the  ii. Planning and Zoning Board Search Committee  October 15, 2020 BOCmeeting.  9. Manager's Report  a. COVID-19 (Coronavirus) - Verbal Updates Update from Two Rivers Utilities, Mr. Mike Bynum Additional updatel reports from Department Heads (if needed) 11. Topics of Discussion for Each Commissioners  10. General Staff Reports (as needed)  12.Adjournment  Upcoming BOC Meetings  Thursday, August 20th @ 6pm (held at the Cramerton Community Center - 1 Julian St.)  Thursday, September 6th @6pm  3  3    CRARE  MAYORAL PROCLAMATION IN RECOGNITION OF PURPLE HEART DAY AUGUST 7, 2020  WHEREAS, our nation and its principles have been defended throughout history by brave and patriotic men and women who willingly sacrificed their own well-being for the cause WHEREAS, President George Washington created the Badge of Military Merit to honor WHEREAS, in 1932, on the 200th anniversary of George Washington's birth, the Badge WHEREAS, today the Purple Heart is awarded to honor the combat wounded veterans of this country and those who made the ultimate sacrifice and never returned home; and WHEREAS, the 1991 Washington State Legislature passed Senate Bill 5718 recognizing the seventh day of August as a day to pay tribute to those who hold the distinction of having WHEREAS, our veterans have earned profound and eternal gratitude from all of the people of this state for their willingness to risk life and limb for the sake of this nation, its WHEREAS, the Town of Cramerton was acknowledged as of June 4, 2013 as an official Purple NOW,THEREFORE, AS MAYOR OF THE TOWN OF CRAMERTON, II hereby proclaim  of freedom and democracy; and brave military personnel; and  ofMilitary Merit was renamed the Order of the Purple Heart; and  been awarded the Purple Heart; and  people, and our cherished freedoms; and  Heart City.  the Town's Recognition of Purple Heart Day. Adopted this 7th day of August, 2020.  (SEAL)  William A. Cauthen, Mayor  Wilene L. Cunningham, Town Clerk  4    STATE OF NORTH CAROLINA COUNTY OF GASTON TOWN OF CRAMERTON July1 16,2020  The Board of Commissioners for the Town of Cramerton met on Thursday, July 16, 2020 at 6:00 Call to Order and Determination of Quorum. Mayor Cauthen, Commissioner Abernathy, Atkinson, Mayor Pro Tempore Koutsoupias, Commissioner Neeley, and Commissioner Rice Invocation and Pledge of Allegiance. Commissioner, Neeley provided the invocation and pledge Adoption of Agenda for this meeting: The Town Manager asked that the agenda be amended to schedule thej publich hearing for thel Parks and Recreation Master Plan for August 6, 2020. A motion was made by Commissioner Neeley to adopt the amended agenda. The motion was seconded by Commissioner Rice. Commissioner Abernathy voted ini favor. Commissioner Atkinson voted in favor. Mayor Pro Tempore Koutsoupias voted in favor. The vote was 51 to 0i in favor of adoption  p.m., asa virtual meeting via Zoom.  stated their attendance for the record.  ofallegiance.  of the amended agenda. Work Session  a. Presentation regarding "Caring Cupboard" (Little Free Pantry) at Cramerton Town Hall by Kathryn Cupp. Note: This project is a "GoldAward", project, the highest - Action Item: Consider a consensus to. allow a "Caring Cupboard" at Cramerton Town Hall. Kathryn Cupp presented information regarding her proposed "The Caring Cupboards" project: The cupboard would contain free non-perishable food and toiletries toi those in need whenever they need it. A laminated list of acceptableitems along with unacceptable items will be placed on the box. Ms. Cupp said she would monitor the first six months the cupboard is in place and then responsibility will be turned over to the property owner or designated committee. The cupboard would be located on Town Hall property. The Board consented to the placement oft the "Caring  award honor in Girls Scouts.  Cupboard" on Town Hall property.  Consent Agenda (Action Item): Consider approval of the consent agenda.  a. Minutes  .J June 26, 2020 meeting minutes.  b. Budget Amendments for fiscal year (FY) 2020-2021  Budget Amendments #2021-01; #2021-02.  AI motion was made by Commissioner Neeley to approve the consent agenda. The motion was seconded by Commissioner Atkinson. Commissioner. Abernathy asked ifs she could ask a question regarding one oft the items on the consent agenda. Mayor Cauthen stated the consent agenda would  Town ofc Cramerton- - July 16, 2020- - Page 1  5    need to be taken off the approved agenda. Commissioner Abernathy stated she would address her question later in the meeting. Commissioner Abernathy voted yes. Mayor Pro Tempore Koutsoupias voted yes. Commissioner Rice voted yes. The votewas5to0 Oini favor.  Agenda Items NOT Requiring a Public Hearing a. Board of Commissioners  - Veterans Memorial Landscaping Additions  1. Action Item: Gary Fankhauser provided information regarding two renderings of options for landscaping for the Veterans Memorial. Commissioner Atkinson stated he would like to see lighting included with the budget for this landscaping project. Thej proposed project would be a thirty (30) foot linear wall at the rear of the memorial. Construction of a two (2): foot tall retaining brick wall will create an area for seating similar to the current downtown bike area. Discussion was held regarding ADA accessibility and other landscaping options. A hybrid drawing will be created that will have two taller trees at each end. This information will be sent to the Town Manager for distribution to the Board. Mr. Fankhauser recommended any landscaping plantings be completed in the fall around mid- 1. Action Item: Set public hearing for the Parks and Recreation Master Plan for. August 6th. A motion was made by Commissioner Atkinson to set the public hearing for the adoption ofthe Parks and Recreation Master Plan. The motion was seconded by Commissioner Neeley. Commissioner Abernathy voted in favor. Mayor Pro Tempore Koutsoupias voted in favor. Commissioner Rice voted in  September through the month ofDecember. ii. Parks and Recreation Master Plan Public Hearing  favor. The vote was 51 toOini favor.  b. Planning & Zoning N MT Public Hearing  1, Overview ofthe publicl hearing process by legal counsel. Afterdiscussions with the applicant, the Town will conduct the virtual public hearing for the MT Land rezoning. applicant on August 6, 2020. Attorney Wolter reviewed the new laws being passed by the State which allows the receipt of written comments which can be taken up to twenty-four (24) hours after we the virtual public hearing is held. Written comments can be accepted from the date the public hearing is posted and will be accepted through August 17th. The public hearing can be closed at the August 6th meeting and the Board can vote on August 20th. Any comments received: after the August 6th meeting will bei read into the record at the. August 20th meeting. Discussion was held regarding the August 6th meeting being held as a virtual meeting. Commissioner Abernathy stated this is a very important meeting and the decision at that hearing will make a significant impact on the town. She stated her personal preference was to have an in-person meeting. Commissioner Rice stated this is a large project and it is important for people to be heard in person. Attorney Wolter stated a hybrid public meeting could be held allowing one person at a time in Town Hall while practicing social distancing. Mayor Cauthen advised that social distancing is not feasible for the size of the Board Room at Town Hall. The Town Manager stated he has spoken with Eric Smallwood about the usage and logistics for setup ofthe public hearing at the gym.  Town of Cramerton- July1 16,2 2020-P Page 2  6    2. Action Item: Consider setting a public hearing for the Thursday, August 6, 2020 meeting to consider the application for a rezoning of Gaston County Parcel #s 222767, 216850, and 222768. The request is to rezone the property from R-1, Gaston County ResidentialD District, to CZ, Cramerton Conditional Zoning District. The purpose oft this request is to allow for a 479-acre mixed- use development consisting of1070 single family homes, 80,000 square feet of retail/commercial space, 100,000 square feet of office space, and 70 acres of future businesylightindustrial use. Amotion was made by Mayor Pro Tempore Koutsoupias to schedule the public hearing to be held at the C.B. Huss Recreation Center to consider the annexation and the application for a rezoning of Gaston County Parcel #s 222767, 216850, and 222768. The request is to rezone the property from R-1, Gaston County Residential District, to CZ, Cramerton Conditional Zoning District. The purpose oft this request is to allow fora479-acre mixed-use development consisting of 1070 single family homes, 80,000 square feet ofretail/commercial space, 100,000 square feet ofoffice space, and 70 acres of future business/light industrial use. Commissioner Abernathy voted yes; Commissioner Atkinson voted yes; Commissioner Neeley voted yes. The vote was 5 to 0 in favor. The vote for this public hearing will be at the August 20th  Board meeting.  i. Urban Farming Ordinance in Cramerton  1. Action Item: Consider approval of amending Chapter 90 of the Cramerton Code of Ordinances to allow Chickens in Residential Zoning Districts. A motion was made by Commissioner Neeley to approve the amending of Chapter 90 of the Cramerton Code of Ordinances to allow chickens in the Residential Zoning Districts. The motion was seconded by Commissioner Rice. Commissioner Abernathy voted yes. Commissioner Atkinson voted yes. Mayor Pro Tempore Koutsoupias voted yes. The vote  was 51 toOin favor.  BIG BOARD  a. NCDOT /1 Road Projects in Cramerton. The Town Manager stated he and Commissioner Neeley spoke with Dr. Houchard about the Helix R artwork. Dr. Houchard advised them that the school operations committee has not met since March. Field worki including surveying has been completed fori thel Masonic Lodge parking lot. An appraisal was completed a year ago. No: meetings are being held at the Masonic Lodge currently due to the COVID 19 pandemic. Mayor Pro Tempore Koutsoupias stated the town is getting ready to put up wayfinding signs that will direct people toj park at this parking lot. Mayor Cauthen stated an informal conversation with some of the stakeholders may be needed to expedite the process. Commissioner. Abernathy recommended consideration oft the town going ahead and paving our portion of the parking lot. Commissioner Neeley asked about the grading at Central Park. Mr. Smallwood stated the restrooms are about ninety (90) percent completed and should be finished by the end oft this week. A meeting is scheduled with the trail contractor to begin laying out the trails. The Town of McAdenville Council and: staffisinagreement to move: forward with the Wilkinson Boulevard and Market Street improvements and to contact Senator Harrington. Sign Connections expects to have the wayfinding signs up by the first week of  Town of Cramerton- July 16, 2020-Page3  7    August. Additional information may be available regarding the brownfields grant at the August 6th Board meeting. An information meeting was held with both Cramerton and McAdenville representatives to discuss private funding donations for the Cramerton and McAdenville North Connector Greenway. Commissioner Neeley will be the captain oft the campaign for raising funds here in Gaston County. Bill Carstarphen will be leading the capital campaign for the Thread Trail.  Manager's Report: The Town Manager read an email that was received from a citizen about the great job that public works did. Mayor Pro Tempore Koutsoupias asked about the future of the Parks and Recreation athletic programming. Mr. Smallwood stated the Parks and Recreation Department is reaching out to gather information about what other municipalities are planning regarding their fall sports programs. Commissioner Neeley asked about the procedures that are inj place for people using the pool. Mr. Smallwood stated temperatures are being taken including the staffa and a log is being kept that individuals are being asked the recommended questions from COVID-19 (Coronavirus): The Town Manager stated Phase II of the Governor's order will continue until the first week of August. Town Hall remains closed to the public. The Parks and Recreation Department is open for administrative purposes only. Playgrounds remain closed. A new slide was ordered for the Goat Island playground and needs to be adjusted. Commissioner Abernathy asked about the unevenness of the bridge on the Lakewood side of Goat Island. Mr. Smallwood stated the bridge is comprised of rough-cut lumber and should even out as usage The Town Manager stated businesses on Center Street have asked what other towns were doing in their downtown areas regarding takeout food orders. Signage for ten (10) minute parking will be placed next week in front of Doffer's and Mayworth's restaurants for a total of four (4) parking spaces. Once the COVID 19 pandemic is over then the ten (10) minute parking areas will be  the CDC.  increases.  restored to. regular parking spaces. General StaffReports (as needed)  Update from Two Rivers Utilities, Mr. Mike Bynum. A copy of report will be placed Police Department. Chief Adams stated the police assisted a group ofindividuals fora  in the minutes book.  peaceful protect in the Town ofMcAdenville last week. Finance Department. Mr. Lineberger was absent. Firel Department. ChiefFoulk: had: nothing to report. Parks and Recreation Department. Nothing to report. Planning and Zoning Department. Nothing to report.  Town Clerk, Nothing to report. Town Attorney. Nothing to report. Topics of Discussion for Each Commissioners  Commissioner. Abernathy stated she missed the annual 4th ofJuly fireworks. She commended Mr.  Smallwood about the use ofthe red balloon idea as it worked great  Town of Cramerton- July 16, 2020--Page4 4  8    Commissioner Atkinson asked if anyone had any comments about the lights on the C.C. Dawson Bridge. Mayor Pro Tempore Koutsoupias stated he liked the concept oft the lights on the trestle but he felt they looked washed out. There are some concerns about lighting on the bridge could be a distraction to drivers and Norfolk Southern railroad. Commissioner Atkinson asked ifl Randi Gates would be the correct person to speak with about installation of traffic control measures at the Eighth Avenue underpass. The trestle belongs to Norfolk Southern and this portion of the Eighth Avenue belongs to the state. The Town Manager stated he would schedule ai meeting with Chief Adams, Rodney Baker, Josh Watkins, himself, along with Commissioner Atkinson to meet onsite to discuss traffic control measure possibilities. Commissioner Atkinson asked who does he talk with about flood remediation for removal of the dam on Lower Armstrong Road. Mayor Cauthen stated this could be very complicated as no one claims ownership oft the dam. The Town Manager was asked to contact the Catawba Riverkeepers and the Army Corps of Engineers.  Mayor Pro Tempore Koutsoupias had nothing to report. hands, maintain social distancing, and wear ai mask.  Commissioner Neeley reminded everyone to continue following the guidelines to wash your Commissioner Rice stated he was looking forward to a meeting where everyone will be there in  person.  Mayor Cauthen had nothing to report at this time.  Public Comment: Two emails were received and were read into the public record by Attorney  Wolter.  Email received from: Steve Ashby 110 Moonlight! Way Belmont NC  "THIS ISAJOKE. (Belmont voted NO and Cramerton scooped up a few hundred acres of county land Cramerton, Belmont and the rest of gaston county CANNOT. sustain this type of development. There is no infrastructure in place to support this reckless proposal. Roads, schools, etc are full and stressed as is. Make these changes first or cancel this project. Or be prepared to be voted out of There are also numerous hawk and eagle nests behind my house (not mention much more wildlife reliant on lake Wylie that will be destroyed.) This should be reviewed by the state andi federal regulators. Also where is the environmental impact study and why is it not distributed appropriately? Also a traffic study for the entire county, not justi new hope road. Where is the feedback from all the schools and daycare currently? or have they NOT been notified?  tob be rezoned after the voters made their stance very clear)  office. Ivote NO WAY to this project.  lam an adjacent land owner with 2 properties." 539 Lake Wylie Rd, Belmont, NC 28012  Email received from: Pamela Bellair "To leaders:  Town ofc Cramerton July 16, 2020-Page5  9    write to) you today to express my concern over the proposed developments on South New Hope Road called Overlook at Riverside. lam a resident on Lake Wylie Road and understand thate economic development happens. l'm hoping that with this letter and others that this town makes as smart decision for all and not just Just last week my daughter pointed out to me the pair of bald eagles that live in those woods that are being I'm also concerned about the construction run offt that is ruining our River. Since moving here over three years ago, Ihave seen: the river getting narrower and narrower due to the sludge build-up that is causing islands and swallowing up the river. Ifear that many people that enjoy the river will nol longer have that luxuryif Please be mindful of allr residents when you make the decision of Overlook at Riverside. Remind yourself that as  think about the money to be gained.  proposed for development. Theyf fly down to the river andi is such a beautifulsight.  construction continues at this rapid pace.  Leaders votedi into office thaty you: should: stand with the, people.  My faith is inj yout to do the right by all."  Adjournment: A motion was made by Commissioner Neeley to adjourn the meeting at 8:20 p.m. The motion was seconded by Commissioner Abernathy. Commissioner Atkinson voted yes; Mayor Pro Tempore Koutsoupias voted yes. Commissioner Rice voted yes. The vote was 5to0  in favor.  Mayor William Cauthen  ATTEST:  :  Wilene Cunningham, Town Clerk  Town of Cramerton- July1 16, 2020-P Page 6  10    CRANE  TOWN OF CRAMERTON Planning & Zoning Department  1915  ARO  TO: Town of Cramerton Board of Commissioners FROM: Josh Watkins, Planning Director DATE: July13",2020  RE: Overlook at Riverside Voluntary Annexation Request  Staff has received: av voluntary annexation request from Palmetto Bluff Company, LLCt to annex approximately 479 acres off of S. New Hope Road, Parcel ID's 222767, 222768, 216850. A portion of Parcel ID: 222767is within the Town of Cramerton's Extra-territorial, Jurisdiction; the remainder oft thel landi is currently under The property is currently undeveloped; the applicant is requesting annexation into the Town of Cramertonso that the Board of Commissioners may consider ar mixed use Conditional Zoning request for this property. At the. July 16th Board of Commissioners meeting, the Certificate of Sufficiency was presented to the Board, and a resolution was approved fixing the date of Public Hearing for August 6th, 2020 at 6PM. Staff recommends that the Board of Commissioners hold al Public Hearing ont the Voluntary Annexation  Gaston County'sZoning: Jurisdiction, but within the Town'sf future annexation area.  request.  1551 North Main St., Cramerton, North Carolina 28032  Phone: 704-824-4337  Fax: 704-824-8943  11    Petition Requesting Annexation  Date: /0-28-19  To the Board of Commissloners of the Town of Cramerton: sectlon 11 below be annexed intot the Town of Cramerton.  We the undersigned owners of real properly respectfully request that the area described in 1. The area to be annexed and the boundaries of such territory are attached to this petition and Include al legal metes &bounds description and tax parcel map. 2. We acknowledge that any zoning vested rights acquired pursuant to G.S. 160A- 385.1 or G.S. 153A-344.1 must be declared and Identified on this petition. Wei further aoknowledge that fallure to declare such rights on thls petition shall result in a  termination of vested rights! previously acquired for the property.  Grantor Development Corp. POE Box 1003 Charlotte, NC 28201-1003 2, Development Corp. POE Box 1003 Charlotte, NC2 28201-1003 3, Development Corp. POI Box 1003 Charlotte, NC: 28201-1003  Grantee POI Box 1003 Charlotte, NC: 28201- 1003 POI Box 1003 Charlotte, NC: 28201- 1003 POI Box 1003 Charlotte, NC 28201- 1003  Date of Deed "BoOk APaget Vested" Rights:  Crescent Resources, Inc. and CLT Carolina Centers, LLC 5/18/1995 DB2 2455 No Crescent Resources, Inc. and CLT Carolina Centers, LLC 5/18/1995 DB2455 No Crescent Resources, Ino. and CLT Carolina Centers, LLC 5/18/1995 DB2 2455 No  PG436 PG436 PG436  5,   Signature of Petltioners Maltloy  Petitioners Address  Palmetto Bluff Company, LLC 11 Villago Park Square Bluffton, SC29910  12    Control Number 0100635  STATE OF GEORGIA Secretary of State Corporations Division 313 West Tower 2N Martin Luther King,Jr. Dr. Atlanta, Georgia 30334-1530  CERTIFICATE OF AMENDMENT  NAME CHANGE  I, Brian P. Kemp, the Secretary of State and the Corporation Commissioner of the State of Georgia,  hereby certify under the seal of my office that  CRESCENT COMMUNITIES, LLC al Domestic Limited Liability Company  has filed articles/certificate of amendment in the Offiçe of the Secretary of State on 07/02/2018 changing  its name to  Palmetto Bluff Company, LLC al Domestic Limited Liability Company  and has paid the required fees as provided by Title 14 of the Official Code of Georgia Annotated. Attached hereto is a true and correct copy ofs said articles/ certificate ofamendment.  WITNESS my hand and official seal in the City of Atlanta and the State ofGeorgia on 07/02/2018.  B:lh  Brian P. Kemp Sccretary ofState  776  13    Overlook at Riverside  Beginning at a #4 rebar set, said #4 rebar set beingl located north west of Edgewater drive; thence S 42°04'55" Eac distance of 619.38'1 to an axle found, passing an axle found at! 551.25; thence S5 57*29'31" Eac distance of 498.79'1 to a concrete. monument found, passing an axle founda at 159.80'; thence S 06°59'08" Eac distance of 1180.21'to a spindle found, passing a #4 rebar found at4 417.23' andp passing ai #4 thence S8 82°32'37" W: ac distance of 1281.62'to: a 1" iron pipe found, passing af #4 rebar found at 486.69;  thence S 42°03'34" Eac distance of 22.63' to a %" ironp pipe found; rebars sat 567.13' and passing an axle found at 669.968'; thence N 30°13'48" Wa a distance of 790.27'1 to a concrete monument found; thence N 33*50'18"Ea distance of 483.13' to az 2" iron pipe found; thence N 42*57'56" Wa a distance of 66.60' to a #4 rebar set; thence N 03°44'25" Eac distance of 280.81't to af #4 rebar set; thence N 11°53'08" Eac distance of 100.43' to at #4 rebar set; thence N 28°45'20" Eac distance of 86.86' to a #4 rebar set; thence N 36*46'23"Eac distance of 319.17' to a #4 rebars set; thence N 39'23'46"E Eac distance of 248.27't to ai #4 rebar set;  thence N: 24'05'23"E Eac distance of 51.83' to the point and place of beginning, containing 2,261,474: square feet,  51.91 acres AND  Beginning at a! #5 rebar found at the corner of Armstrong Road and Oak Street; thence N 56°35'46"E Eac distance of 250.00' to a computed point; thence N 50°46'04" Eac distance of 358.68' to an angle iron found; thence N 58°10'09" Eac distance of 1122.03'to: a: spindle found; 53'33'31"E Eac distance of 19.46' to a computed point; thence S 54'41'02" Ea distance of 18.99' to a computed point; thence S: 26°24'04" Ea distance of 25.25' to a computed point; thence S 56°16'20" Eac distance of 50.04' to a computed point; thence S 57'52'03"E Ea distance of 44.72' to a computed point; thence S: 26"09'46"E Ea distance of 51.75'1 to ac computed point; thence S3 31'00'08" Ea distance of 62.54' to a computed point; thence S: 13'50'40" Eac distance of 74.23't to a computed point; thence S: 11°51'18" Wac distance of 48.41' to a computed point; thence S: 29*28'09" Wa a distance of 54.59' to a computed point; thence S 57*44'56" Wa ac distance of 45.64' to a computed point; thence S 52'52'45" W a distance of 49.85' to a computed point; thence N 87'39'54" Wac distance of 24.20' toa a computed point; thence N 88°34'01" W a distance of51.91' to a computed point thence N 87°10'20" Wa a distance of 46.76' to a computed point; thence S8 84*20'57" Wa ac distance of 47.90' to a computed point; thence S6 66°10'03" Wa a distance of 46.18' toa a computed point; thence S: 21°45'08" W a distance of 35.48' toa a computed point; thence S 02*41'59"Ead distance of 701.40' to af #4 rebar set; thence N 78'00'26" Eac distance of 101.34' to at #4 rebar set; thence S 02°41'59" Eac distance of 60.77' to ai #4 rebar set;  thence N 58°10'36"E: a distance of 827.09'to an angle iron found to the 570' contour on the bank of Lake Wylie, passing a %" iron pipe found at 644.42' and at 700.53'; thence with 570' contour of! lake Wylie the following calls, S  thence leaving the 570 contour of lake Wylie, S 49'39'49" W a distance of 21.01' to a computed point; thence S 58'29'19" Wac distance of 24.01'to: a #8 rebar found; thence SC 02°35'19" Eac distance of 305.42'toal #8 rebar found;  14    thence with a curve turning to ther right with an: arcl length of 57.42, with a radius of183.13', with a chord bearingo of N8 80°54'52" E, with a chord length of 57.18' to a #4 rebar set; thence with a compound curve turning to the right with an arc length of 124.08', with a radius of183.13', with a chord bearing of S 70°41'35" E, with a chord length thence with a curve turning to ther right with an arc length of 104.61', with a radius of 234.14, with a chord bearing of S 38'28'59" E, with a chord length of103.75' to a #4 rebar set; thence S2 25°40'59" Ea distance of 94.74' to a# #4 rebar set;t thence with a curve turning tot the right witha an arc length of2 228.35', with ar radius of 192.45', witha ac chord bearing ofS0818'31" W, witha ac chord length of215.19't to a# #4r rebar set; thence $42-18'01" Wa a distance of 265.07' toal #4 rebar set; thence witha a curve turning to thel left with an arc length of 138.23', witha ar radius of 162.29', with ac chord bearing of S1 17'54'01" W, with a chord length of 134.09'; to a #4 rebars set; thence S06-29'59"E Eac distance thence with a curve turning to ther right with an arc length of 115.15', with a radius of112.59', with a chord bearing ofS22'4801" W, with a chord length of 110.20'to: a computed point; thence S5 52°05'57" Wa distance of 258.44' to a #4 rebar set; thence with a curve turning to the left with an arc length of 99.25, with ar radius of 50.00', with a thence $19-4647"E Ea distance of 137.04toa# #8 rebar found ati the 570' contour ofl lake' Wylie; thence witht the! 570 contour ofl lake Wylie thet following calls N7 71°28'20" Wa a distance of 34.43't to a computed point;  of121.72'toaf #4 rebar set;  thence! S! 51°16'59" Ea distance of 73.59't to a #4 rebar set;  of 32.21' toa ai #4 rebar set;  chord bearing ofs 48'21'17" W, with a chordI length of 83.74'to a #8 rebar found; thence S4 44'37'58" Wa distance of 200.09'to a #8 rebar found; thences S 88°17'18" Wa ac distance of 28.271 to a computed point; thencel N 40'29'42" Wac distance of 26.31't to a computed point; thence N 62*50'42" Wac distance of 25.02'; to a computed point; thence N 87'17'42" Wa a distance of 5.05' to a computed point; thence S 71°42'18" W: a distance of 17.76' to a computed point; thence S 58°42'18" W a distance of 25.99' to a computed point; thence S! 51°15'18" W a distance of 23.19' to a computed point; thence S 69*19'18" W a distance of 16.27'1 to a computed point; thence S4 44°14'18" Wa a distance of 30.36' to a computed point; thence S 02°40'42" Ea distance of1 15.25' to a computed point; thence S2 28°57'18" Wa a distance of 14.99' to a computed point; thence! S 59°18'18" Wac distance of 25.88' to a computed point; thence S 09°21'18" W a distance of 49.06' to a computed point; thence S: 14*39'18" W a distance of 34.97' to a computed point; thence S 73°17'42"E Eac distance of 27.00' to a computed point; thence S 22°14'42" Ea a distance of 57.92't to a computed point; thence S 57'47'42" Eac distance of 43.57'1 to a computed point; thence N 42°00'18" Eac distance of 64.14' to a computed point; thence N 76°18'18" Eac distance of 54.52' to a computed point; thence S 84*17'42" Ea distance of 56.94' to a computed point; thences S6 62°39'42" Ea distance of 70.75' to a computed point; thence! S 00°09'42" Eac distance of 29.72' to a computed point; thence S 44°49'42" Ea distance of 37.01't to a computed point; thence S 71'16'42" Eac distance of 10.91't to a computed point; thence N 73°58'18" Eac distance of 26.39' to a computed point; thence S8 81°00'42"E Eac distance of 18.36'; to a computed point thencel NS 88°03'18" Eac distance of 12.65' to a computed point; thence N: 19'26'18" Eac distance of 31.24' to a computed point; thence N 89°44'18" Eac distance of 16.97' to a computed point; thence $7 75°55'42"E Eac distance of 22.67't to a computed point; thences4 48°13'42"E Eac distance of 31.93't to a computed point; thence! S5 59'23'42" Eac distance of 19.22" to a computed point; thence S4 49°02'42" Eac distance of6 6.60' to a computed point; thence S3 39'36'42"! Eac distance of 40.00' to a computed point;  15    thence S07-59'18" Wa a distance of1 13.59' to a computed point; thence S1 16°44'42" Eac distance of 25.46't to a computed point; thence S2 28°04'42" Eac distance of 13.98' to a computed point; thence N 00'39'18" Eac distance of 71.39' to a computed point; thence N: 22*25'18" Eac distance of 26.95' to a computed point; thence N 45°23'52" Wa a distance of 15.99' to a computed point; thence N 56°23'21" Ea distance of 19.17' to a computed point; thence N 48*07'54" Ea distance of 14.93' to a computed point; thence NS 52'13'18" Eac distance of 35.31' to a computed point; thence N7 76°42'18" Eac distance of 35.10'1 to a computed point; thence N 55°29'18" Ea distance of 21.95' to a computed point; thence N 34*22'18" Eac distance of 37.09' to a computed point; thence N 16°28'18" Eac distance of 10.72' to a computed point; thence N 10°29'42" Wac distance of 21.20' to a computed point; thence N: 17°43'02" Wa a distance of 20.33' to A# #5 rebar found;  thencel leaving the! 570' contour ofl lake' Wylie to the right of way of Duck Road S 84°14'12" Ea distance of 131.17' toaf #5 rebar found; thence with a curvet turning to thel left with an arc length of89.53', with ar radius of50.00', with a chord bearing of S: 10°02'02" E, with a chord length of78.04' to at #4 rebar set; thence: SC 08°12'01" Eac distance of 237.83'to: a #4 rebar set; thence with a curve turning to the right with an arc length of147.61, with a radius of349.72', with a chord bearing ofs S 03°59'42" W, witha a chord length of146.51'to al #4 rebar set; thence with a compound curve turning tot the right with an arc length of32.23, with a radius of344.90', with a chord bearing ofs 19'00'35" W, with a chord length of32.22'to: a #41 rebar set; thence! $21*44'21" Wac distance of 75.08'to al #4 rebar set; thence $21*44'21" Wac distance of 54.06'to a #4 rebar set; thence $21-40'01" W a distance of 60.04' to al #4 rebar set; thence with ac curve turning tot thel left with an arc length of39.96', with ar radius of583.89', witha a chord bearing of $20*05'50" W, with a chord length of39.96' to af #4 rebar set; thence with a compound curve turning to thel left with an arcl length of15.04', with ar radius of656.50', with a chord bearing ofs S 17*27'11" W, with a chord length of 15.04'toa a #4 rebar set; thence with a compound curve turning to the left with an arc length of8 84.93, with a radius of656.50', with a chord bearing ofs S1 13°05'26" W, with a chordI length of84.87'1 to al #4 rebar set; thence with a curve turning to thel left witha an arcl length of188.35', with ar radius of 656.50', with a chord bearing ofS01'1401" W, with a chordi length of187.70'to ai #4 rebar set; thence S 06'58'59" Ea distance of 71.66'toai #4 rebars set; thence with a curve turning to thel left with an arcl length of266.79', with a radius of250.40', with a chord bearing ofS37'3024" E, with a chord length of254.35'to a #4 rebar set; thence S6 68°01'48" Eac distance of 451.63'to. at #4r rebar set; thence with a curve turningt tot ther right with an arc length of169.21, with a radius of723.65', with a chord bearing of S6 61'19'54" E, witha a chord! length of168.82'to a! #4 rebar set; thence S5 54'37'59" Ea distance of 94.04'toa! #4 rebar set;t thence with a curve turning to the right with an arc length of97.72', with a radius of1312.34', witha a chord bearing of $52'29'59" E, with a chordI length of97.70'to: a #4 rebar set; thence S 50°21'59" Ea distance of 127.49'to a #4 rebar set; thence with a curve turning to the right with an arc length of217.23, with a radius of166.69, with a chord bearing ofs1 13°01'59" E, with a chord length of202.18'toa# #4 rebar set; thence S 24°18'01" Wa a distance of 202.71'to a #4 rebar set; thence S1 17°21'24"1 Wa a distance of 69.81'to af #4 rebar set; thence N7 76'37'01" Eac distance of 179.59'to: a #4 rebar set; thence with a curve turning to thel left with an arcl length of211.75', with aradius of365.43', with a chord bearing of N6 60°01'01" E, with a chord length of208.80'to: a #4 rebar set; thence N4 43°25'01" Eac distance of 169.52'#4 rebar set; thence with a curve turning to ther right witha an arc length of225.18, with a radius of300.28', with a chord bearing of N 64°54'01" E, with a chord length of219.94'to: a #4 rebar set; thence N8 86°23'01"E Eac distance of 53.71'to a #4 rebar set; thence with a curve turning tot thel left with an arcl length of174.43, with ar radius of248.71', witha ac chord bearing of N 66°17'30" E, with a chord length of170.88'to a #4 rebar set; thence N 46°12'01" Ea a distance of 314.14'to a #4 rebar set; thence with a curve turning tot the right with an: arcl length of333.49', with a radius of322.42', witha a chord bearing of N75-49'55"E, with a chordI length of318.82'to: a #4 rebars set; thence S 74'32'11"Ea distance of2 234.94'to af #4 rebar set; thence witha a curvet turning tot the right with an arc length of248.26, with ar radius of169.10', witha a thence with a curve turning to ther righty with an arc length of129.32', with a radius of406.37, with a chord bearing ofs1 18'42'01" W, with a chord length of128.77'to ai #4 rebar set; thence! S2749'01" W a distance of 175.90'toa#4  chord bearing ofS32*2840" E, witha a chord length of226.56'to a #4 rebar set; thences09'3501" Wa a distance of 274.66'to: a #4 rebar set;  16    rebars set; thence with a curve turning tot ther right with ana arc length of180.20', with a radius of351.57, with a chord bearing of S 42*30'01" W, with a chord length of178.23'to a #4 rebar set; thence S 57'11'01" W a distance of 150.66'toa a #4r rebar set; thence withac curve turning tot thel left with an arcl length of289.54', witharadius of427.94', thence with a curvet turning tot thel left with an arc length of262.21, with ar radius of206.79, with a chord bearing of $17°54'29" E, with a chord length of244.99'to: a #4 rebar set; thence S5 54'13'59" Eac distance of 96.42'to a #4 rebar set; thence with ac curvet turningt tot thel left with an arc length of105.97, witha a radius of501.05, with a chord bearing ofs 60°17'31" E, with a chord length of105.77'to a #4 rebar set; thence S 66°21'59" Ea distance of 90.49'to a #4 rebar set; thence with a curve turning to thel left with an arc length of372.23', with ar radius of260.14, with a chord thence with a curve turning to the right with an arc length of170.19, with a radius of118. 36', with a chord bearing of N 72°50'31" E, with a chord length of155.90'to a #4 rebar set; thence S6 6557'59" Ea distance of 43.67'to a #4 rebars set; thence with a curve turning tot ther right with an arc length of131.17, with ar radius of181.14, with ac chord bearing ofS4 45°15'59" E, with a chordI length of128.33'to: a #4 rebar set; thence $24*29'08" Eac distance of2 247.84'to at #4 rebar set; thence with a curve turning to the left with an arc length of213.20', with ar radius of267.91', with a thence with a curve turning to the right with an arc length of131.33', with a radius of181.93, with a chord bearing ofs 49'23'09" E, with ac chordI length of 128.50'to af #4 rebar set; thence S2 28*42'59" Ea distance of 243.71'#4 rebar set; thence with a curve turning tot thel left witha an arcl length of106.06, withar radius of493.69', witha chord bearing ofs 34*52'15" E, with a chord length of1 105.86'to a #4 rebar set; thence $41001'59" Ea distance of 109.96'to a #4 rebar set; thence $32*34'41"E Ea distance of 46.45'to at #4 rebar set; thence with a curve turning to thel left with an arc length of123.80', with a radius of50.00, with a chord bearing of $25°16'22" E, with a chord length of 94.51'toa #7 rebar found; thence S 07'21'20" Ea distance of 102.25'to an axle found; thence N 85°14'05" W a distance of 674.60'to af #6 rebar, passing a #5 rebar found at 248.01' and a #5 rebar found at 641.26;thence S6 61'56'10" W: a distance of 648.22'to %" iron pipe found; thence N 42°04'52" W a distance of 22.62'to a #4 rebar set; thence S 24°05'23" W a distance of 51.83'to a #4 rebar set; thence S 39°23'46" Wa a distance of 248.27' to a #4 rebar set; thences 36'46'23" W a distance of 319.17'1 toa# #4 rebar set; thence $28-45'20" Wa distance of8 86.86't toa! #4 rebar set; thence $11°53'08" Wa a distance of 100.43' toat #4 rebars set; thence SC 03'44'25" W a distance of 280.81'toa! #4 rebar set; thence N 42'57'56" Wa a distance of 511.45' to a 2" iron pipe found; thence N 47'04'03" Wa a distance of 775.99'to a 2" iron pipe found; thence N 45*56'29" W a distance of 244.08'to a 1 %" iron pipe found; thence N 45*05'15" Wa a distance of 182.41'to a 2" iron pipe found; thence N 47'36'48" Wa a distance of 244.93'to a Y"i iron pipe found; thencel N4 47°44'02") Wac distance of 173.87'tp a 1-1/2"i iron pipe found; thence N 81'37'19"1 Wac distance of 198.03'to an axle found; thence S 03-16'01"Ea distance of 221.17'to a #8 rebar found; thence S 76°59'01" Wa a distance of 1414.30'to a computed point passing a #5 rebarf found at 1,216.94'; thence N 03°51'58" W a distance of 25.00't to a computed point; thence N7 76°46'31" Eac distance of 675.71'to an anglei iron found, passing a 1" ironp pipe found; thence N: 17'28'50" Wa a distance of 401.73'to al #41 rebar found beside a 3" ironp pipe; thence N 17'29'04" W a distance of 618.51'to an angle iron found; thence S 72'33'11" W a distance of 486.46'to a #5 rebar found; thence N1621'10" Wa a distance of 45.17'to a #4 rebar set; thence N 32°23'04" W a distance of 285.19'to at #4 rebar set; thencel N 49°25'49" Wa a distance of 934.82'to a monument found; thence N: 29'50'45" W a distance of 372.60'toa #4 rebar set; thence N8 86'13'42" Ea distance of 894.75'toa! #4 rebar set; thence NO 03°46'18" Wac distance of 380.00' toaf #4 rebar set; thence! S8 86'13'42" Wa a distance of 754.10' to a #4 rebar set; thence N: 29*25'27" Wac distance of 193.86'to a #4 rebar found; thence N 47*29'57" Eac distance of 100.00' to a #4 rebar set; thence N: 29*21'24" Wa distance of 300.09' to a #4 rebar set; thence N 47°22'44" Ea distance of 186.36'to a 1" iron pipe found; thence N 34°19'31" W a distance of 40.48'#5 rebar found; thence N 55°30'10" Ea distance of 1091.30' as stone found, which isac control corner, passing a #5 rebar found at 213.88';thence! N5 57'58'32" Wa distance of 1079.68'toa a %" iron pipe found; thence N 58'28'25" W a distance of 246.38'to an angle ironi found in ap pile ofs stones; thence N: 17'12'12" Ea distance of 719.74'to: a %" iron pipe found; thence N2 28'34'06" Ea distance of 322.79'toa# #5 rebar found; thence N 13°37'08" Wac distance of 238.57'to a #5r rebar found; thence N86-21'40") Wac distance of 82.97'toa! #5 rebar found; thence N 41°01'22" Wa distance of 264.03'to the point and place of beginning, containing 18,672,217 square feet,  with ac chord bearing of S 37°48'03" W, with ac chordI length of284.05'to: af #4 rebar set;  thence S1 18*25'01" Wa a distançe of 87.56'to a #4 rebar set;  bearing of N 72*38'31"E, witha a chord length of341.28'to: a #4 rebar set; thencel N 31'39'01" Eac distance of 76.09'to ai #4 rebar set;  chord bearing ofs 47'16'16" E, with a chord length of207.62'to: a #4 rebar set; thence S 70"06'43"Ea distance of 129.06'to a #4 rebars set;  428.655 acres.  17    A  CERTIFICATE OF SUFFICIENCY  To the Board of Commissioners of the Town of Cramerton, North  Carolina;  I, Wilene Cunningham, Town Clerk, do hereby certify that I have investigated the petition attached hereto and have found as a fact that said petition is signed by all owners of real property lying in the area described therein, contains each owner's address, and the area to be annexed is contiguous to the Town, all in accordance with G.S. 160A-31. ofthe Town of Cramerton, this 28th day ofl February, 2020.  In witness whereof, I have hereunto set my hand and affixed the seal  SAN RE SEAL RA AMERTON.  Whla brighen Wilene Cunningham, Town Clerk  (Seal)  18    ORDINANCE #2020-01  AN ORDINANCE TO EXTEND THE CORPORATE LIMITS OF THE TOWN OF CRAMERTON, NORTH CAROLINA  WHEREAS, the Board of Commissioners has adopted a resolution under WHEREAS, a Public Hearing on the question of annexation was held via virtual public hearing on the Zoom virtual conferencing platform on August 6th,  G.S. 160A-31 stating its intent to annex the area described below; and  2020; and  WHEREAS, a second meeting was held on August 20th, 2020 via virtual public meeting on the Zoom virtual conferencing platform to read into the record any additional comments received after the August 6th Public Hearing; and  WHEREAS, the Board ofCommissioners finds that the proposed annexation NOW, THEREFORE, BEIT RESOLVED by the Board ofCommissioners  meets the requirements of G.S. 160A-31;  ofthe Town of Cramerton, North Carolina that:  19    Section 1. By virtue of the authority granted by G. S. 160A-31, the following described contiguous property is hereby annexed into the Town of Beginning at a #4 rebar set, said #4 rebar set being located north west of Edgewater drive; thence S 42°0455"E: a distance of6 619.38' to an axle found, passing an axle found at 551.25; thence S 57°29'31". E. a distance of 498.79' to a concrete monument found, passing an axle found thence S 06°59'08" Ea distance of1180.21'to a spindle found, passing a #4 rebar found at 417.23' and passing ai #4 rebar sat 567.13' and passing an axle found at 669.968'; thence S 82°32'37" W a distance of 1281.62'to a l" iron pipe found, passing a #4 rebar found at thence N30°13'48" W a distance of 790.27 to a concrete monument found; thence N 33°50'18" Ea distance of 483.13' to a 2" iron pipe found; thence N 42°57'56" W a distance of 66.60' to ai #4 rebar set; thence N 03°44'25" E: a distance of 280.81'to a #4 rebar set; thence N 11°53'08" Ea a distance of 100.43' to a #4 rebar set; thence N 28°45'20" Ea a distance of 86.86' to ai #4 rebar set; thence N3604623"1 E a distance of319.17' to a #4 rebar set; thence N 39°23'46" Ea a distance of248.27' to ai #4 rebar set;  Cramerton as ofAugust 20t, 2020:  thence S 42°03'34") 'E: a distance of22.63' to a %"iron pipe found;  at 159.80';  486.69;  thence N24005'23"1 E: a distance of 51.83' to the point andj place of beginning, containing  2,261,474 square feet, 51.91 acres  AND  Beginning at a #5 rebar found at the corner of Armstrong Road and Oak Street; thence N. 56°35'46" Eac distance of250.00' to a computed point; thence N 50°46'04" Eac distance of358.68" to an angle iron found; thence N 58°10'09" Ea a distance of1122.03'to a spindle found;  thence N 58°10'36" Ea distance of 827.09'to an angle iron found to the 570' contour on the bank ofLake Wylie, passing a 34" iron pipe found at 644.42' and at 700.53'; thence with 570' contour oflake Wylie the following calls, S 5303331"Ea distance of 19.46' to a computed point;  thence S 54°41'02" Ea a distance of 18.99' to a computed point; thence S 26°24'04"Ea a distance of25.25' to a computed point; thence S 56°16'20". Ea distance of 50.04' to a computed point; thence S 57°52'03"] E: a distance of 44.72' to a computed point; thence S 26°09'46" E: a distance of 51.75' to a computed point; thence S3 31°00'08" E: a distance of 62.54' to a computed point; thence S 13050'40" Ea distance of 74.23' to a computed point; thence S 11°51'18" W a distance of 48.41't to a computed point; thence S 29°28'09" W a distance of 54.59' to a computed point; thence S 57°44'56" W a distance of 45.64' to a computed point; thence S 52°52'45" W a distance of 49.85' to a computed point; thence N 87°39'54" W a distance of24.20' to a computed point; thence N 88°34'01" W a distance of 51.91l'to a computed point thence N 87°10'20" W a distance of4 46.76' to a computed point; thence S 84°20'57" W a distance of47.90' to a computed point; thence S 66°10'03" W a distance of46.18' to a computed point;  20    thence S21°45'08" W a distance of35.48' to a computed point;  thence leaving the 570 contour oflake Wylie, S 49039'49" W: a distance of21.01'to a computed point; thence S: 58°29'19" W a distance of2 24.01'toa a #8 rebar found; thence S 02°35'19"1 Ea  distance of305.42'to a #8 rebar found;  thence S 02°41'59" E: a distance of 701.40' to at #4 rebar set; thence N 78°00'26" E: a distance of 101.34' to a #4 rebar set; thence S 02°41'59") Ea a distance of 60.77 to a #4 rebar set;  thence with a curve turning to the right with an arc length of 57.42', with ai radius of183.13', with achord bearing ofl N 8095452"E, with a chord length of57.18' to a #4 rebar set; thence with a compound curve turning to the right with an arc length of 124.08', with a1 radius of183.13', with a chord bearing ofs S 70°41'35" E, with a chord length of121.72' to a #4 rebar set; thence with a curve turning to the right with an arc length of 104.61', with a radius of234.14, with a chord bearing of S 38°28'59". E, with a chord length of103.75' to a #4 rebar set; thence S 25°40'59" Ea distance of 94.74' to a #4 rebar set; thence with a curve turning to the right with an arc length of228.35', with a radius of 192.45', with a chord bearing ofs 08018'31" W, with a chord length of215.19' to a #4 rebar set; thence S 42°18'01" W a distance of265.07' to a #4 rebar set; thence with a curve turning to the left with an arc length of 138.23', with a radius ofl 162.29, with a chord bearing of S 17°54'01" W, with a chord length of 134.09; to a #4 rebar set; thence S thence with a curve turning to the right with an arc length of115.15', with ai radius of112.59, with a chord bearing ofs S 22°48'01" W, with a chord length of110.20'to a computed point; thence S: 52°05'57" W a distance of258.44' to a #4 rebar set; thence with a curve turning to the left with an arc length of9 99.25', with a radius of 50.00, with a chord bearing of S 48021'17" W, thence S 19°46'47" E: a distance of 137.04'to a #8 rebar found at the 570' contour of lake Wylie; thence with the 570' contour of lake Wylie the following calls N 71°28'20" W a distance of  thence S51°1659" Eac distance of73.59 to a #4 rebar set;  06°2959" Ea distance of32.21'to a #4 rebar set;  with a chord length of 83.74'to a #8 rebar found; thence S 44°37'58" W a distance of 200.09'to at #8 rebar found;  34.43' to a computed point;  thence S 88°17'18" W a distance of 28.27 to a computed point; thence N 40°29'42" W: a distance of26.31'to a computed point; thence N 62°50'42" W a distance of25.02'; to a computed point; thence N 87°17'42" W a distance of 5.05' to a computed point; thence S71°42'18" W a distance of 17.76' to a computed point; thence S 58°42'18" W a distance of25.99' to a computed point; thence S51°15'18" W a distance of23.19' to a computed point; thence S 69°19'18" W a distance of 16.27' to a computed point; thence S 44°14'18" W a distance of 30.36' to a computed point; thence S 02°40'42" E: a distance of 15.25' to a computed point; thence S 28057'18" W a distance of 14.99' to a computed point; thence S 59°18'18" W a distance of25.88' to a computed point; thence S 09°21'18" W a distance of4 49.06' to a computed point; thence S 14°39'18" W a distance of 34.97' to a computed point; thence S 73°17'42" Eac distance of27.00' to a computed point; thence S 22°14'42" Eac distance of5 57.92' to a computed point; thence S5 57°47'42" E: a distance of 43.57' to a computed point; thence N 42°00'18" Ea distance of 64.14'1 to a computed point; thence N 76°18'18" Ea a distance of 54.52' to a computed point; thence S 84°1742"E: a distance of 56.94' to a computed point;  21    thence S 62°3942"E: a distance of70.75' to a computed point; thence S 00°09'42" Ea distance of29.72' to a computed point; thence S 44049'42"Ea a distance of37.01't to a computed point; thence S 71°1642"E: a distance ofl 10.91'to a computed point; thence N 73°58'18" E: a distance of26.39' to a computed point; thence S 81°00'42" Ea distance of 18.36'; to a computed point thence N 88°03'18" E a distance ofl 12.65' to a computed point; thence N 19°26'18" Eac distance of3 31.24' to a computed point; thence N 89°44'18" Ea distance of 16.97' to a computed point; thence S 75°55'42" Ea a distance of22.67' to a computed point; thence S 48°13'42" E: a distance of31.93' to a computed point; thence S 59°23'42") Ea a distance of 19.22' to a computed point; thence S 49°02'42" E a distance of 6.60' to a computed point; thence S 39°36'42" E: a distance of 40.00' to a computed point; thence S 07°59'18" W a distance of 13.59' to a computed point; thence S 16°44'42") E: a distance of25.46' to a computed point; thence S 28°04'42"] Ea distance of 13.98' to a computed point; thence N 00039'18" Ea distance of71.39 to a computed point; thence N2202518"Ea distance of26.95' to a computed point; thence N 45°23'52" W a distance of 15.99' to a computed point; thence N. 56°23'21"E: a distance of19.17' to a computed point; thence N 48°0754". Ea distance of1 14.93' to a computed point; thence. N: 52°13'18" Ea distance of3 35.31' to a computed point; thence N 76°42'18". E a distance of35.10' to a computed point; thence N 55°29'18" Ea distance of21.95' to a computed point; thence N 34°22'18" Ea a distance of3 37.09' to a computed point; thence N1 16°28'18" E: a distance of 10.72' to a computed point; thence NI 10°29'42" W a distance of21.20 to a computed point; thence NI 17°43'02" W a distance of20.33' to. A #5 rebar found;  thence leaving the 570' contour of lake Wylie to the right of way ofl Duck Road S 84°14'12" Ea distance of 131.17' to a #5 rebar found; thence with a curve turning to the left with an arc length of89.53', with ai radius of50.00', with a chord bearing ofs S 10002'02" E, with a chord length of78.04' to a #4 rebar set; thence S 08°12'01" E: a distance of237.83'to a #4 rebar set; thence with ac curve turning to the right with an arc length of147.61', with a radius of349.72, with a chord bearing of S 03°59142" W, with a chord length of146.51'to a #4 rebar set; thence with a compound curve turning to the right with an arc length of32.23', with a radius of344.90, with a chord bearing of S 19°00'35" W, with a chord length of32.22'to a #4 rebar set; thence S 21°44'21" W a distance of75.08'to a #4 rebar set; thence S: 21°44'21" W a distance of5 54.06'toa #4 rebar set; thence S2 21°40'01" W a distance of 60.04' to a #4 rebar set; thence with a curve turning to the left with an arc length of39.96', with a radius of583.89, with a chord bearing ofs 20°05'50" W, with a chord length of39.96' to a #4 rebar set; thence with a compound curve turning to the left with an arc length of15.04, with a radius of656.50', with a chord bearing ofs 1702711" W, with a chord length of1 15.04'to a #4 rebar set; thence with a compound curve turning to the left with an arc length of 84.93', with a radius of656.50, with a chord bearing ofs 13°05'26" W, with a chord length of84.87' to a #4 rebar set; thence with a curve turning to the left with an arc length of188.35', with a radius of 656.50', with a chord bearing ofso 01°14'01" W, with a chord length of187.70'to ai #4 rebar set; thence S 06058'59" Ea distance of71.66toa #4 rebar set; thence with a curve turning tot the left with an arc length of266.79, with a radius of250.40, with a chord bearing ofs 37°30'24" E, with a chord length of254.35'to a #4 rebar set;  22    thence S 68°01'48": Ea distance of451.63'to a #4 rebar set; thence with a curve turning to the right with an arc length of169.21, with a radius of723.65', with a chord bearing of S 61°19'54" E, with a chord length of168.82'to at #4 rebar set; thence S: 54°37'59" Eac distance of94.04'to a #4 rebar set; thence with a curve turning to the right with an arc length of97.72', with a radius of1312.34, with a chord bearing of S 52°29'59" E, with a chord length of97.70'to: ai #4 rebar set; thence S50°21'59") Ea distance of 127.49to a #4 rebar set; thence with a curve turning to the right with an arc length of217.23, with ai radius of166.69, with a chord bearing of S 13°01'59" E, with a chord length of202.18'to a #4 rebar set; thence S 24°18'01" W a distance of2 202.7l'to a #4 rebar set; thence S 17°21'24" W. a distance of 69.81'to a #4 rebar set; thence N 7693701"Ea distance of179.59to a #4 rebar set; thence with a curve turning to the left with an arc length of211.75, with a radius of365.43', with a chord bearing ofN 60°01'01"E, with a chord length of208.80'to a #4 rebar set; thence N 43°25'01") Ea distance of1 169.52'#4 rebar set; thence with a curve turning to the right with an arc length of225.18, with a radius of300.28, with a chord bearing of N 64954'01"E, with a chord length of219.94'to a #4 rebar set; thence N 86°2301"Ea thence with a curve turning to the left with an arc length of174.43', with a radius of248.71', with ac chord bearing ofN 66°17'30" E, with a chord length of170.88'to a #4 rebar set; thence N 46012'01"E: a distance of314.14'to ai #4 rebar set; thence with a curve turning to the right with an arc length of333.49, with a radius of322.42', with a chord bearing of N 75°49'55" B, with a chord length of318.82'to a #4 rebar set; thence S 74°32'11"Ea distance of 234.94'to a #4 rebar set; thence with a curve turning to the right with an arc length of248.26, with at radius of169.10, with a chord bearing of S 32°28'40". E, with a chord length of226.56'to a #4 rebar set; thence with a curve turning to the right with an arc length of129.32, with a radius of406.37, with ac chord bearing of S 18°42'01" W, with a chord length of128.77'to a #4 rebar set; thence S 27°49'01" W a distance of175.90'to a #4 rebar set; thence with a curve turning to the right with an arc length of180.20, with al radius of351.57, with a chord bearing of S 42°30'01" W, with a chord length of178.23'to a #4 rebar set; thence S: 57°11'01" W a distance of150.66to a #4 rebar set; thence with a curve turning to the left with an arc length of289.54, with a radius of427.94, with a chord bearing of S 37°48'03" W, with a chord length of284.05'to a #4 rebar set; thence with a curve turning to the left with an arc length of262.21', with a radius of206.79', with ac chord bearing ofs 17°54'29" E, with a chord length of244.99'to a #4 rebar set; thence S 54°13'59" B: a distance of 96.42'to a #4 rebar set; thence with a curve turning to the left with an arc length of105.97, with a radius of501.05', with a chord bearing of S 60°17'31" E, with a chord length of105.77to a #4 rebar set; thence S 66°21'59" Ea distance of 90.49'to a #4 rebar set; thence with a curve turning to the left with an arc length of372.23', with ai radius of260.14, with ac chord bearing ofl N 72°38'31" E, with a chord length of341.28'to a #4 rebar set; thence with a curve turning to the right with an arc length of170.19, with a radius of118.36', with ac chord bearing ofl N 72°50'31" E, with a chord length of155.90'to a #4 rebar set; thence S 65057'59" Ea distance of4 43.67'to a #4 rebar set; thence with a curve turning to the right with an arc length of131.17, with a radius of181.14, with a chord bearing ofs 45°15'59" E, with a chord length of128.33'to a #4 rebar set; thence S 24°29'08" E a distance of2 247.84'to ai #4 rebar set; thence with a curve turning to the left with an arc length of213.20', with a radius of267.91', with ac chord bearing of S 47016'16" E, with a chord length of207.62'to a #4 rebar set; thence with a curve turning to the right with an arc length of131.33', with a radius of181.93', with a chord bearing of S 49°23'09" E, with a chord length of128.50'to a #4 rebar set; thence S  distance of 53.7l'toa a #4 rebar set;  thence S 09°35'01" W a distance of274.66'to ai #4 rebar set;  thence S 18°25'01" W a distance of 87.56'to a #4: rebar set;  thence N3 31°39'01" Ea a distance of76.09'to a #4 rebar set;  thence S 70°06'43" E: a distance ofl 129.06'to a; #4 rebar set;  23    28°42'59" E a distance of243.71#4 rebar set; thence with a curve turning to the left with an arc length of106.06', with a radius of493.69, with a chord bearing of S 34°52'15" E, with a chord length of105.86to a #4 rebar set; thence S 41°01'59" Eac distance of 109.96'to a #4 rebar set; thence S 32°34'41"E: a distance of 46.45'to a #4 rebar set; thence with a curve turning to the left with an arc length of123.80', with ai radius of50.00, with a chord bearing of S2 25°16'22" E, with ac chord length ofs 94.51'to ai #7 rebar found; thence S 07°21'20" Ea distance of 102.25'to an axle found; thence N 85°14'05" W a distance of 674.60'to a #6 rebar, passing a #5 rebar found at 248.01' and a #5 rebar found at 641.26;thence S 61°56'10" W a distance of 648.22'to %" iron pipe found; thence N 42°04'52" W a distance of22.62'to a #4 rebar set; thence S 24°05'23" Wa distance of51.83'to a #4 rebar set; thence S 39°23'46" W a distance of248.27' to a #4 rebar set; thence S 36°46'23" W a distance of319.17 to a #4 rebar set; thence S 28°45'20" W a distance of 86.86' to a #4 rebar set; thence S 11°53'08" W a distance of100.43' to a #4 rebar set; thence S 03044'25" W a distance of280.81'to ai #4 rebar set; thence N 42°57'56" W a distance of511.45' toa2" iron pipe found; thence N 47°04'03" W a distance of775.99to a 2" iron pipe found; thence N 45956'29" W a distance of244.08'to a 1 %" iron pipe found; thence N 45°05'15" Wa distance of 182.41'to a 2" iron pipe found; thence N 47°36'48" W a distance of244.93'to a %" iron pipe found; thence N 47°44'02" W a distance of 173.87'tp a 1-1/2"i iron pipe found; thence N 8103719" W a distance of 198.03'to an axle found; thence S 0301601"Ea distance of221.17'to a #8 rebar found; thence S 76059'01" W a distance of 1414.30'to a computed point passing ai #5 rebar found at 1,216.94'; thence N 03°51'58" W a distance of25.00' to a computed point; thence N 7604631"E: a distance of 675.71'to an angle iron found, passing a I" iron pipe found; thence N 17°28'50" W a distance of401.73'to a #4 rebar found beside a 3"i iron pipe; thence N 17°29'04" W a distance of 618.51'to an angle iron found; thence S 72°33'11"W: a distance of 486.46'toa: #5 rebar found; thence N 16°21'10" W a distance of4 45.17'to a #4 rebar set; thence N 32°23'04" W a distance of285.19to a #4 rebar set; thence N 49°25'49" W a distance of 934.82'to a monument found; thence N 29050'45" W a distance of372.60'to a #4 rebar set; thence N 86°13'42" Ea distance of 894.75'to a #4 rebar set; thence N 03°46'18" W a distance of 380.00' to a #4: rebar set; thence S 86°13'42" W a distance of 754.10' to ai #4 rebar set; thence N 29°25'27" W a distance of 193.86'to a #4 rebar found; thence N 47°29'57" Ea a distance of 100.00' to at #4 rebar set; thence N 29°21'24" W a distance of 300.09' to ai #4 rebar set; thence N 47°2244"Ea distance of 186.36to a l"i iron pipe found; thence N 34°19'31" W a distance of 40.48#5 rebar found; thence N. 55030'10" E a distance of 1091.30' a stone found, which is a control corner, passing a #5 rebar found at 213.88';thence N. 57°58'32" W a distance of1079.68'to a 34"i iron pipe found; thence N 58°28'25" W a distance of246.38'to an angle iron found in aj pile ofs stones; thence N 17°12'12" E: a distance of719.74'to a %" iron pipe found; thence N 28°34'06". Ea distance of322.79'to a #5 rebar found; thence N 13°37'08" W a distance of238.57to a #5 rebar found; thence N 86°21'40" W a distance of 82.97'to a #5 rebar found; thence N 41°01'22" W a distance of264.03'to the point andj place of beginning, containing 18,672,217 square feet,  428.655 acres.  Section 2. Upon and after 19th day of March, 2020 the above described territory and its citizens and property shall be subject to all debts, laws, ordinances and regulations in force in the Town of Cramerton and shall be entitled to the same privileges and benefits as other parts of the Town of Cramerton. Said territory shall be subject to municipal taxes according to G.S. 160A-58.10. Section 3: The Mayor the Town of Cramerton shall cause to be recorded in the office of Register of Deeds of Gaston County, and in the Office of Secretary of  24    the State in Raleigh, North Carolina, an accurate map oft the annexed property, along with a certified copy of the ordinance. Such a map shall also be delivered to the  County Board of Elections, as required by G.S. 163-288.1.  Adopted this the 20th day of August, 2020.  Mayor  ATTEST:  Clerk  25      3M  TVN dIS JN  %  26    IIV3S  SD Qdanay S3HnOS-NgsRN0    377 S83IN33 YNITO8V3   HKms u, Fn wns SH  um  Din  MTENEGI nuapyv  AA  HE  A             A  27    Staff Report  Board of Commissioners Rezoning Request - File #RZ19-04  Applicant: MT Land, LLC Property Owner: Palmetto Bluff Company, LLC  Property Location: No physical address/located south of Armstrong Ford Road and east of S.  New Hope Road  Parcel ID# 222767, 216850, and 222768 Property Size: Approximately 479 acres  Current Zoning Classification: Gaston County R-1  Proposed Zoning Classification: Cramerton Conditional Zoning (CZ) District Land Use Plan Recommendation: Planned Mixed Use, Medium Density Residential, Community  Commercial, Business Park/Light Industrial  MTLand, LLCI has submitted a request to approximately 479 acres off ofs S. New Hope Road for a mixed- use development. This rezoning request would allow for upt to 1070s single family homes, ofwhich no more than 275 units can be attached townhomes, 80,000: square feet of retail/commercial uses, 100,000 square feet of office uses, and 70 acres of business park/light industrial use. The proposed development falls within several use classifications oft the Cramerton Future Land Use Plan;t the site plan shown has been designed sot that each oft the proposed uses aligns as closely as possible with each oft the Land Use Plan Recommendation areas. For instance, the majority of the residential falls within the areas shown as Medium Density Residential. The commercial component is along S. New Hope Road, where the plan calls for Community Commercial. The Planned Mixed-Use section is comprised of office space and townhomes. Business Park/Light Industrial uses are planned centered around the future Catawba Crossings connector to I-485, as was originally envisioned under the plan. Additional areas on thes site plan have been dedicated for public use, including park space and potential expansion space for public works and emergency: services. Approximately 15 acres have been set aside for these uses. Along with the site plan, al Development Standards document has been provided, outlining the specific standards tol be used to guide the development of this community. As a Conditional Zoning request, these Development Standards would become part oft the zoning for this community and be as Finally, a Traffic Impact Analysis has been conducted for this site. Kimley-Horn and Associates has provided an executive summary of the improvements that the developer willl have to provide. This Staff is recommending APPROVAL of the request with the following conditions fort the development: 1. Applicant shall be responsible for obtaining all local, state, and federal permits that may be required for the development of this site. Copies of all such permits shalll be providedt to the Town 2. Applicant agrees to abide by the Development Standards as approved. In any case where the development standards have failed to address a certain aspect of development, the provisions of  enforceable as any other section oft the Land Development Code.  executive: summary is attached fory your review.  when obtained.  the Land Development Code shall be applied.  28    forny, Haanerlon 1915  Application for Zoning Map Amendment  Property location ofa area requestedi for rezoning (Include Gaston County Parcel ID and Physical Address. Also attach map oft the  proposed ral.222761.222768. 216850-SNew.Hope Road and Armstrong.Ford! Road Typec ofrezoning requested: D General District Rezoning a Conditional Rezoning  Applicant Name: MT Land, LLC-Charles N. Myers Applicant Address: 141 Providence Road Applicant City:. Charlotte Applicant Telephone:. 704-778-5002  State: NC Zip Code:. 28203 Emall: cmyers@mtland.us  Property Owner Name:. Palmetto Bluff Company, LLC- Mark Polites Property Owner Address: 11 Village Park Square Applicant Clty: Bluffton Applicant Telephone: 843-706-6419  State: SC Zip Code: 29910 Email mpolasepalnetowicon  For General District Rezoning request please provide the current zoning and ther requested zoning designation:  Current Zoning District. R-1  Proposed Zoning District Conditional  Conditional Rezoning Requests must bea accompanied by as site plan, drawni tos scale containing all oft the information outlined In  Chapter 15 oft the Land Development Code  Certification  hereby acknowledge ands sgy that the information contalned! herein andi herewith is true andt that this application. shall not be scheduled for officiaic consideration untilc all ofthe required contents are submitted In proper form to the Towne of Cramerton Planning Department. It Is understood byt the undersigned! thaty while this application w!ll be carefully reviewed ando consdered, the burdenof  proving the need for thep proposed amendment rests with the applicant.  CSer  10-25-19 Date: lo123/17  Signature ofA Appllcant/Owneri  Signature of Property Owner Required Ifac Condltiona/Zoning  29    Controll Number:0100635  STATE OF GEORGIA Secretary of State Corporations Division 313 West Tower 21 Martin Luther King, Jr. Dr. Atlanta, Georgia 30334-1530  CERTIFICATE OF AMENDMENT  NAME CHANGE  I, Brian P. Kemp, the Secretary of State and the Corporation Commissioner of the State of Georgia,  hereby certify under the seal ofmy office that  CRESCENT COMMUNITIES, LLC al Domestic Limited Liability Company  has filed articles/certificate of amendment in the Office of the Secretary of State on 07/02/2018 changing  its name to  Palmetto Bluff Company, LLC al Domestic Limited Liability Company  and has paid the required fees as provided by Title 14 of the Official Code of Georgia Annotated. Attached hereto is a true and correct copy ofs said articles/ certificate ofamendment.  WITNESS my hand and official seal in the City of Atlanta and the State of Georgia on 07/02/2018.  Blh  Brian P. Kemp Secrelary of State  1776  30    31    32    33    -  34    mumashas-ma l-lillani MLsNI MssaN.  IT imlnI IIII 1I  mlal  35    S E  E  E I 0 A A E W 0 S E a 3 S)  S  36    S - S 3    A  ) K   S)  37    MT LAND CRAMERTON Development Standards 3/13/2020 Rezoning Petition Overlook at Riverside CZZ Zoning Amendment  Site Development Data: --Acreage: t 479 açres --Tax Parcel #s: 2276/,216850,22768 --Existing Zoning: R-1 -Proposed Zoning: Conditional Zoning (CZ) --Existing Uses: vacant  --Proposed Uses: Uses permitted by right and under prescribed conditions together with accessory --Maximum Gross Square feet ofl Development: Up to 1,070 single family residential dwelling units  uses as more specifically described below in Section 3.  of which no more than 275 can be developed as single family attached dwelling units, 80,000 square feet of retail/commercial uses and 100,000 square feet of office uses as allowed by right and under prescribed conditions, together with accessory uses and subject to the conversion rights all as more specifically described below in Section 2.  --Parking: As required by the Ordinance. General Provisions:  1.  a. Site Location. These Development Standards, the Technical Data Sheet, Schematic Site Plan, and related graphics form the Rezoning Plan (collectively referred to as the "Rezoning Plan") associated with the Rezoning Petition filed by MT Land (Petitioner") to accommodate development of a residential community, as well as office, retail, business park, and light industrial uses on the approximately  479 acre site located off of Armstrong Ford Road and South New Hope Road (the b. Zoning Districts/Ordinanee. Development of the Site will be governed by the Rezoning Plan as well as the applicable provisions of the Town of Cramerton Zoning Ordinance (the "Ordinance"). Unless the Rezoning Plan establishes more stringent standards, the regulations established under the Ordinance for the Conditional Zoning (CZ) zoning classification shall govern all development taking  "Site").  place on the Site. C.  Development Areas. For ease ofreference and as an organizing principle associated with the master planned community, the Rezoning Plan sets forth four (4) development areas as generally depicted on the Technical Data Sheet as Development Areas A, B, C, and D (each a "Development Area" and collectively the Development Areas"). The exact boundaries of the Development Areas may be subject to modifications to account for Development/Site Elements (as defined below) and other modifications needed to fulfill the design and development intent of the Rezoning Plan. d. Graphics and Alterations. The schematic depictions of the uses, parking areas, sidewalks, structures and buildings, building elevations, driveways, streets, Development Areas (as defined below), open space areas and other development matters and site elements (collectively the Development/Site Elements") set forth on the Rezoning Plan should be reviewed in conjunction with the provisions of these Development Standards. The layout, locations, sizes and formulations of the Development/Site Elements depicted on the Rezoning Plan are graphic representations of the  CHAR2218082v10  38    Development/Site elements proposed. Changes to the Rezoning Plan not anticipated by the Rezoning Since the project has not undergone the design development and construction phases, it isi intended that this Rezoning Plan provide for flexibility in allowing some alterations or modifications from the graphic representations of the Development/Site Elements. Therefore, there may be instances where minor modifications will be allowed without requiring the Administrative Amendment Process per Section 19.10 ofthe Ordinance. These instances would include changes to graphics ifthey are: expressly permitted by the Rezoning Plan (it is understood that if a modification is expressly permitted by the Rezoning Plan it is deemed a minor modification for the purposes of these ii. minor and don'tmaterially change the overall design intent depicted on the Rezoning Plan; or iii. modifications to move structures graphically depicted on the Rezoning Plan closer to adjacent properties in a residential district or abutting residential use but no closer than the "external building line" (in this case the external setbacks, rear yards or buffer areas) indicated on Sheet RZ- The Planning Director will determine if such minor modifications are allowed per this amended process, and if it is determined that the alteration does not meet the criteria described above, the Petitioner shall then follow the Administrative Amendment Process per Section 19.10 of the Ordinance; in each instance, however, subject to the Petitioner's appeal rights set forth in the  Plan will be reviewed and approved as allowed by Section 19.10 oft the Ordinance.  Development Standards); or  2.  Ordinance. e.  Number of Buildings Principal and Accessory; Accessory Building Design. Notwithstanding the number of buildings or lots shown on the Rezoning Plan, the total number of principal buildings to be developed: (i) on the portion of the Site designated as Development Area A on the Rezoning Plan and to be developed for detached and/or attached single family residential dwellings, shall not exceed 1,070 principal buildings or residences; (ii) on the portion of the Site designated as Development Area B on the Rezoning Plan and to be developed for retail, commercial, and office use, shall not exceed ten (10) principal buildings; and (i) on the portion of the Site designated as Development Area C and to be developed for business park and/or light industrial use, shall not exceed ten (10) principal buildings; (iv) on the portion of the Site designated as Development Area D and to be developed for municipal service use, shall not exceed three (3) principal buildings. Accessory buildings and structures located on the Site, including, without limitation, the community clubhouse, picnic/gathering pavilions, recreation and related uses, equipment storage structures and the like shall not be considered in any limitation on the number of buildings on the Site. Accessory buildings and structures will be constructed utilizing generally similar building materials, colors, architectural elements and designs as the principal building(s) located within the same Development  Area as the accessory structure/bulding.  f.  Planned/Unified Development. The Site shall be viewed as a planned/unified development plan as to the Development/Site Elements, Development Areas and portions of the Site generally depicted on the Rezoning Plan. As such, side and rear yards, buffers, building height separation standards, public/private street frontage requirements, FAR requirements, and other similar zoning'subdivision standards will not be required internally between improvements and other Development/Site Elements located on the Site. Furthermore, the Petitioner and/or owners of the applicable portion of the Site under development reserve the right to subdivide the portions or all ofthe Site and create lots within the interior of the Site without regard to any such internal separation standards, public/private street frontage requirements and FAR requirements, provided, however, all such separation standards along the exterior boundary of the Site shall be adhered to and all FAR  CHAR22180882v10  2  39    requirements will be regulated by any development limitations set forth in Section 3 below as to the Site as a whole and not individual portions, Development Areas or lots located therein. g. Five Year Vested Rights. Pursuant to the provisions of N.C.G.S. Section 160A-385.1, due to the master planned large scale nature of the development, the level of investment, the timing of development and certain infrastructure improvements, economic cycles and market conditions, this Petition includes vesting of the approved Rezoning Plan and conditional zoning districts associated with the Petition for a five (5) year period, but such provisions shall not be deemed a limitation on any Permitted Uses, Development Area Limitations, and Transfer & Conversion Rights: Development Area A may be developed with up to 1,070 single family residential units, of which no more than 275 can be developed as single family attached dwelling units as allowed by right and under prescribed conditions, together with accessory uses as permitted in the R-4 zoning district and in accordance with the design standards set forth in Section 6 below, including, without limitation, community clubhouse, recreation, open space and related uses (e.g. improved passive and active open spaces, /gathering shelters, gazebos, ball fields, maintenance buildings, outdoor recreational uses, and  other vested rights whether at common law or otherwise.  2. a.  other uses typically associated with residential communities).  b.  Development Area B: may be developed with up to 80,000 square feet ofretail/commercial uses and 100,000 square feet of office uses as allowed by right and under prescribed conditions, together with accessory uses as permitted in the 0-1/NB and B-3 zoning districts and in accordance with the  design standards for commercial uses set forth in the Ordinance.  C.  Development Area C may be developed with up to 1 million square feet of gross floor area of business park and/or light industrial uses, as allowed by right and under prescribed conditions, together with accessory uses as permitted in the 0-1/NB and I zoning districts. In the event the Catawba Crossing is not developed or is not prioritized on a STIP list prior to December 31, 2040 as set forth in Section 3.II.f below, the uses in Development Area C may converted and developed with up to 350 single-family attached and/or detached units as permitted by right and under prescribed conditions, together with accessory uses as permitted in the R-4 zoning district and subject to Section 6a (below). d. Development Area(s) D1, D2, and D3 may be dedicated and developed as more specifically  described below: i.  The Petitioner shall dedicate the areas generally depicted in Development Area(s) D, approximately 15 acres, in fee simple and at no land value cost to the Town of Cramerton as development occurs in the adjacent Development Area(s) or upon the request ofThe Town of Cramerton, whichever occurs first. The Petitioner shall submit a plat within 90 days of written request from the Town. In the event the land in Development Area D occurs to prior to development in adjacent Development Areas, the Petitioner reserves the right to grade and access the dedicated areas sO long as it does not interfere with Town's use or development ofDevelopment Area D. ii. Development Areas D1 and D2 may be developed with municipal service uses together with accessory uses as permitted in the 0-1/NB zoning district. ili. Development Area D3 may be developed with municipal service and/or commercial uses together with accessory uses as permitted in the 0-1/NB zoning district. Commercial development levels shall not be deducted from the permitted uses in Development Area B and/or C. Development levels shall be established by the  limitations and provisions set forth in the Ordinance.  CHAR2218032v10  3  40    e. The cemetery generally depicted on Sheet RZ-2 will be preserved or relocated as permitted.  3. I.  Transportation Improvements and Access:  Proposed Improvements:  The Petitioner plans to provide or cause to be provided on its own or in cooperation with other parties who may implement portions of the improvements, the improvements set forth below in accordance  with thej phasing described below: Phase L.A Improvements:  a.  The following roadway improvements shall be substantially completed prior to the first plats to be released for the Site, and upon substantial completion of such improvements up to 500 residential  dwelling units may be developed prior to completion ofa additional improvements:  i.  Internal Road Improvements  Realign Lake Wylie Road to intersect with McCullough Road Construct a roundabout at the intersection of Lake Wylie Road and Public Street A Construct Public Street A from Lake Wylie Road to Armstrong Ford Road Public, Street A may be developed inj phases subject to thej following: When lots andlor commercial areas are being developed between Armstrong Ford Road and Lake Wylie Road, the. section of "Public Street A" between. Armstrong. Ford. Road and Lake Wylie Road. shall be constructed. When lots and/or Development Area C are being developed south ofLake Wylie Road, the section of "Public Street. A"from. Lake Wylie Roadt to  Development Area C: shall be constructed. Armstrong Ford Road & Public Street A Signalize the intersection  11.  Construct a southbound turn lane with 175' of storage on Armstrong Ford Road Construct a westbound turn lane with 100' ofs storage on Public Street A  ii. Lake Wylie Road & South New Hope Road (Hwy 274)  Signalize the intersection  Construct a northbound turn lane with 250' ofs storage on Lake Wylie Road Construct an eastbound turn lane with 125' ofs storage on South New Hope Road  b.  Phase 1.B Improvements:  The following roadway improvements shall be substantially completed prior to the 501st plats to be released for the Site, and upon substantial completion of such improvements up to an additional 570 residential dwelling units may be developed prior to completion of additional improvements:  i.  Armstrong Ford Road & South New Hope Road  Construct a northbound turn lane with 250' of storage on Armstrong Ford Road  CHAR22180882V10  4  41    Construct a westbound turn lane with 100' ofs storage on Public Street A  ii. South New Hope Road & Roxie Lane  Construct an eastbound turn lane with 100' ofs storage on South New Hope Road  iti. South New Hope Road & Armstrong Road  Construct a northbound turn lane with 100' ofs storage on Armstrong Road  Restripe the center lane on Armstrong Road  C.  Phase 2.A Improvements:  The following roadway improvements shall be substantially completed prior to the issuance of the first certificate of occupancy for the first building associated with the Development Area B1 along South  New Hope Road prior to completion of additional improvements:  Commercial Site Access A & South New Hope Road  Construct a northbound tum lane on Commercial Site Access A  Construct and eastbound turn lane with 100' of storage on South New Hope Road.  ii. South New Hope Road & Lake Wylie Road  Extend the westbound turn lane to a total of325' ofs storage on South New Hope  Road  ili. Lake Wylie Road and Duck Cove Road  Construct a northbound turn lane with 100' of storage on Lake Wylie Road  d. Phase 2.B Improvements Full Build Out:  The following roadway improvements shall be substantially completed prior to the issuance of the first certificate of occupancy for the first building associated with the Development Area B2 along the  realigned Armstrong Ford Road:  i.  Realigned Armstrong Ford Road & Public Street A  Signalize thei intersection  Construct and eastbound turn lane with 100' ofs storage on South New Hope Road  e,  Contribution:  The Petitioner shall contribute $25,000 to the Town of Cramerton and/or NCDOT toward additional construction related to transportation improvements in the area. The contribution shall be provided in conjunction with the Phase 2A Improvements or as otherwise mutually agreed to by the Town of  Cramerton and/or) NCDOT.  II. Standards, Phasing and Other Provisions.  CHAR22180882v10  5  42    a.  Cramerton Standards. All of the foregoing public roadway improvements will be subject to the standards and criteria of Cramerton and/or NCDOT (as it relates to the roadway improvements within their respective road system authority). It is understood that such improvements may be undertaken by the Petitioner on its own or in conjunction with other development or roadway projects taking place within Cramerton, by way of a private/public partnership effort or other public sector b. Phasing. Phasing of the roadway improvements is set forth in Section I above but can be altered with mutual written consent of the Petition, the Town of Cramerton and as applicable NCDOT  project support.  on an administrative basis.  c.  Substantial Completion. Reference to "substantial completion" for certain improvements as set forth in the provisions of Section 4.II above shall mean completion of the roadway improvements in accordance with the standards set forth in Section 4.II.a above provided, however, in the event certain non-essential roadway improvements (as reasonably determined by the Town of Cramerton) are not completed at the time that the Petitioner seeks to obtain a certificate of occupancy for building(s) on the Site in connection with related development phasing described above, then the Town of Cramerton will instruct applicable authorities to allow the issuance of certificates of occupancy for the applicable buildings, and in such event the Petitioner may be asked to post a letter of credit or a bond for any improvements not in place at the time such a certificate of occupancy is issued to secure d. Right-of-way Availability. Iti is understood that some of the public roadway improvements referenced in subsection a. above may not be possible without the acquisition of additional right of way. If after the exercise of diligent good faith efforts over a minimum of a 120 day period, the Petitioner is unable to acquire any land necessary to provide for any such additional right of way upon commercially reasonable terms and at market prices, then the Town of Cramerton may agree to proceed with acquisition ofa any such land. In such event, the Petitioner shall reimburse the applicable agency, department or governmental body for the cost of any such acquisition including compensation paid by the applicable agency, department or governmental body for any such land and the expenses of such proceedings. Furthermore, in the event public roadway improvements referenced in subsection a. above are delayed because of delays in the acquisition of additional right-of-way as contemplated herein and such delay extends beyond the time that the Petitioner seeks to obtain a certificate of occupancy for building(s) on the Site in connection with related development phasing described above, then the Town of Cramerton will instruct applicable authorities to allow the issuance of certificates of occupancy for the applicable buildings; provided, however, Petitioner continues to exercise good faith efforts to complete the applicable road-way improvements; in such event the Petitioner may be asked to post a letter of credit or a bond for any improvements not in place at the time such a certificate of  completion oft the applicable improvements.  occupancy isi issued to secure completion oft the applicable improvements.  e.  Alternative Improvements. Changes to the above referenced roadway improvements can be approved through the Administrative Amendment process upon the determination and mutual agreement of Petitioner, and the Planning Director; provided, however, the proposed alternate transportation improvements provide (in the aggregate) comparable transportation network benefits to  the improvements identified in this Petition.  f.  The Petitioner will reserve a one hundred eighty (180) foot wide right-of-way for the proposed In as much as the Catawba Crossing is in the conceptual stage, it is acknowledged that the right of way width) for the Catawba Crossing and the accompanying improvements may be modified to result in  "Catawba Crossing" as generally depicted on RZ-01.  CHAR22180882v10  6  43    a reduced or eliminated right of way width. The right of way. for the Catawba Crossing and any adjustments to its width shall be determined in coordination with the Town of Cramerton and/or NCDOT and in connection with the final design/alignment ofthe Catawba Crossing. Anyreduction or elimination in the right of way width may occur either before or after completion of the building(s) contemplated by the development Petitioner shall provide for dedication of the Catawba Crossing at The Petitioner shall reserve, for the sole benefit of the Town of Cramerton and/or NCDOT and solely for the purpose of the Catawba Crossing, a one hundred eighty (180) foot wide corridor (the "Reserved Corridor") along the south east property boundary as generally depicted on the Rezoning Plan to provide a possible future Catawba Crossing which shall be constructed by and at the cost of others;  the request of the Town ofCramerton andlor NCDOT.  such reservation shall be subject to the provisions set: forth below:  i.  The Petitioner may conduct site work, including but not limited to grading and utility  work, and install and maintain pavement, driveways, sidewalks, parking areas, landscaping and similar improvements within the Reserved Corridor until such time that the possible future Catawba Crossing connection within the Reserved Corridor is developed by others (but subject to the provisions and time limits set forth below); but in no event shall building footprints be located within the Reserved  Corridor.  ii. The Reserved Corridor is to be reserved for the sole benefit oft the Town of Cramerton and/or NCDOT and solely for installation of the Catawba Crossing therein for a period of thirty-five (35)years from the approval oft the Rezoning, and (x) upon the passage of such 35 year period, (y) the earlier issuance by the Town of Cramerton and/or NCDOT written notice that the Catawba Crossing will not be installed, or (Z) the Catawba Crossing is not prioritized on a STIP list prior to December 31, 2040, such Reserved Corridor shall automatically be withdrawn and Petitioner may use the Reserve  Corridor for any purpose and use allowed by the provisions set forth above.  ili. The Petitioner shall not bear any costs or expenses associated with the construction of the proposed Catawba Crossing within the Reserved Corridor or any other implications derived therefrom, and the related construction shall not interfere in any material respect with the operations and activities taking place on the Site, including without limitation parking, access, facilities operations, and the like. Further, all development, processes, permits, and land preparation, including but not limited to the removal of any Development/Site Elements located within the Reserved  Corridor, shall be the responsibility oft the Town of Cramerton and/or NCDOT.  iv. Development associated with the Catawba Crossing within the Reserved Corridor will not result or cause the Site, its uses, any Development/Site Elements located or future buildings on the Site to become non-compliant or non-conforming with the Ordinance, the Rezoning Plan or any other applicable regulations or laws, and to ensure such compliant status the Town of Cramerton alone would be required, to the extent needed, to secure variances and/or other alternative compliance measures without cost or expense to Petitioner, its successors and assigns, and otherwise in accordance  with the provisions of this Section.  V. NCDOT.  The Petitioner shall dedicate the Reserved Corridor in fee simple and at no land value  cost to the Town of Cramerton and/or NCDOT upon the request of The Town of Cramerton and/or  vi. In the event that Development Area C is developed with residential uses, the Petitioner shall be able to cross the reserved corridor to provide access through an established right of way.  CHAR22180882V10  7  44    g.  The Petitioner will reserve the right-of-way for the proposed "Armstrong Ford Road In as much as the Armstrong Ford Road Realignment is in the conceptual stage, it is acknowledged that the right of way width for the Armstrong Ford Road Realigmment and the accompanying improvements may be modified to result in a reduced or eliminated right of way width. The right of way.for the Armstrong Ford Realignment and any adjustments to its width shall be determined in coordination with the Town of Cramerton andlor NCDOT and in connection with the final designaligmment of the Armstrong Ford Road. Realignment. Any reduction or elimination in the right of way width may occur either before or afer completion of the building(s) contemplated by the development. Petitioner shall provide for dedication of the Armstrong Ford Road Realignment at the The Petitioner shall reserve, for the sole benefit of the Town of Cramerton and/or NCDOT and solely for the purpose of the Armstrong Ford Road Realignment, a corridor (the "Armstrong Reserved Corridor") along the north property boundary as generally depicted on the Rezoning Plan to provide for the possible Armstrong Ford Road Realignment which shall be constructed by and at the cost of  Realignment" as generally depicted on. RZ-01.  request ofthe Town of Cramerton and/or NCDOT.  others; such reservation shall be subject to the provisions set forth below:  1.  The Petitioner may conduct site work, including but not limited to grading and utility  work, and install and maintain pavement, driveways, sidewalks, parking areas, landscaping and similar improvements within the Armstrong Reserved Corridor until such time that the possible future Armstrong Ford Road is developed by others (but subject to the provisions and time limits set forth below); but in no event shall building footprints be located within the Armstrong Reserved Corridor. ii. The Armstrong Reserved Corridor is to be reserved for the sole benefit of the Town of Cramerton and/or NCDOT and solely for installation of the Armstrong Ford Road Realignment therein for aj period oft thirty (30) years from the approval ofthe Rezoning, and (a) upon the passage ofs such 30 year period, or (b) the earlier issuance by the Town of Cramerton and/or NDCOT written notice that the Armstrong Ford Road Realignment will not be installed, such Armstrong Reserved Corridor shall automatically be withdrawn and Petitioner may use the Armstrong Reserve Corridor for any purpose  and use allowed by the provisions set forth above.  ii. The Petitioner shall not bear any costs or expenses associated with the construction of the proposed Armstrong Ford Road Realignment or any other implications derived therefrom, and the related construction shall not interfere in any material respect with the operations and activities taking place on the Site, including without limitation parking, access, facilities operations, and the like. Further, all development, processes, permits, and land preparation, including but not limited to the removal of any Development/Site Elements located within the Armstrong Reserved Corridor, shall be  the responsibility of the Town ofCramerton and/or NCDOT.  iv. Development associated with the Armstrong Ford Road Realignment will not result or cause the Site, its uses, any Development/Site Elements located or future buildings on the Site to become non-compliant or non-conforming with the Ordinance, the Rezoning Plan or any other applicable regulations or laws, and to ensure such compliant status the Town of Cramerton alone would be required, to the extent needed, to secure variances and/or other alternative compliance measures without cost or expense to Petitioner, its suçcessors and assigns, and otherwise in accordance  with the provisions oft this Section.  CHAR2218082v10  8  45    V. and/or NCDOT.  The Petitioner shall dedicate the Armstrong Reserved Corridor in fee simple and at no  land value cost to the Town of Cramerton and/or NCDOT upon the request ofThe Town of Cramerton  III. Access, and Pedestrian Circulation.  a.  Access to the Site will be from Armstrong Ford Road and South New Hope Road as well as other public street extensions and connections made from the Site and into the Site from adjoining b. The number and location of access points to the internal public streets will be determined during the building permit process and thereafter additional or fewer driveways and/or additional private/public streets may be installed or removed with approval from appropriate governmental  properties as generally depicted on Sheet RZ-01.  authorities subject to applicable statutes, ordinances and regulations.  C.  The alignment of the internal vehicular circulation and driveways may be modified by the Petitioner to accommodate changes in traffic patterns, parking layouts and any adjustments required  for approval by the Town of Cramerton in accordance with published standards.  4.  Design Intent Statement:  a. The Petitioner proposes to develop a walkable residential community where the residents oft the community will have convenient and easy access to a series of passive and active open spaces that are interconnected by a network of streets, sidewalks, and trails. The emphasis of the design will be to provide alternative modes of transportation to the residents oft the community which will allow them to access the community's amenity areas as well as the proposed Carolina Thread Trail located along the  Site's [eastern property line] as generally depicted on Sheet RZ-01.  5. a.  Residential Architectural Standards:  Architectural Materials. The principal buildings constructed on the Site (Development Areas A,B, Cand D) may use a variety of building materials. The building materials used for buildings (other than structured parking facilities, if any) will be a combination of the following: glass, brick, stone, simulated stone, pre-cast stone, precast concrete, synthetic stone, stucco, cementatious siding (such as hardy-plank), EIFS or wood. Vinyl as a building material will not be allowed except on b. Architectural Variation. Every lot shall provide a different architectural model from the lot(s) adjacent to it. No two identical architectural elevations which include identical facades, roof lines, door and window placement and details, shall be built on lots adjacent to or directly across from each other  windows and soffits.  with the exception of townhomes. (4) ofthe following design features:  c.  Architectural Features. All residential buildings on individual lots shall include at least four Bay or bow windows on the front façade (Note: the provision of one such window is Dormers (Note: the provision of one such roof feature is sufficient); ii. A roof pitch greater than or equal to a 6t to 12 (6:12) for primary roof; Eaves with a minimum 10-inch projection on all sides oft the building; Decks or patios with a minimum size of 64 square feet per dwelling unit;  i. ii i. V. CHAR22180882V10  sufficient);  9  46    vi. Front porch and entry facing the front lot line (Note: entryway can be located on the viii. Decorative pillars or posts. Square post or columns shall not be less than six (6) nominal inches on any side and round columns shall not be smaller than eight (8) nominal inches in diameter from the bottom oft the column unless consistent with a distinct architectural style. (Note: requires at least one pair, decorative or plain, but finished in manner that is ix. Masonry (preferably brick) perimeter enclosure at base but also including poured concrete sO that each home has the appearance ofa raised foundation (Note: wood products covered with a treatment to appear as masonry do not qualify). Poured concrete shall be treated with brick, stone, or color and textured material appropriate Changes in the use of wall facing materials should occur at wall setbacks or projections, ort to articulate the transition between the building base middle and top. Material changes should: return to inside corners off front façade. Those materials however, are  long or short axis oft the dwelling;  vii. Off-sets on building face with al minimum depth of 12 inches.  consistent with the dwelling exterior);  foundation style per style of architecture.  X.  not required to wrap the outermost front corner oft the home  d.  Blank Walls. There shall be no blank walls on side elevations fronting common open space and/or on corner lots. Each side elevation fronting common open space and/or on a corner lot shall  have a minimum of one window at each story.  e.  Unit Size. The minimum single-family detached residential unit size shall be 1,600 square feet for a single story unit and 2,000 square feet for a 2-story unit. The minimum Active Adult residential  unit shall be 1,300 square feet.  f.  Prohibited Materials. The Petitioner agrees to restrict cladding materials for all buildings to  cladding products other than vinyl siding.  g. Garage Doors. Garage doors visible from the public or private streets shall be staggered and protrude no more than five (5) feet from the front of the front facing façade oft the building unless a front porch is used in which case the garage shall not extend further than five (5) feet from the front of the  porch excluding side loading garages.  h. is employed. i. enclosed. j. k.  Rooflines. Pitched roofs, if provided, shall be symmetrically sloped no less than 6:12, except that roofs for porches and attached sheds may be no less than 2:12, unless a flat roofarchitectural style  Porches. When provided, usable porches and stoops shall form aj predominate feature oft the unit design and may bel located on the front and/or side oft the building. Usable front porches are covered and are at least four (4) feet deep. Stoops and entry-level porches may be covered but not be  Building Orientation Option: Buildings may orient to open space in lieu ofaj public street. Prominent Entrances. For townhome attached units, entrances shall contain one or more of the following features are considered aj prominent entrance: porches, raised steps and stoops with or  without roofoverhangs, decorative railings.  CHAR22180882V10  IO  47    I.  Guest Parking. Two side-by-side parking spaces shall be provided for each townhome unit.  Guest parking shall be provided at a rate ofc one space per four (4) townhome units. k. Dumpster, Compactor, and/or Roll OutTrash Locations. A centralized dumpster, compactor and/or trash roll out location shall be provided with each town home development.  6. a.  Streetscapeand) Landscaping:  Setbacks and yards shall be provided as follows:  Development Area A shall adhere to the provisions of the R-4 zoning district subject to  the following alternative innovative provisions: Minimum Lot Size (Principal Uses) Minimum Front Setback  Dwelling, Single Family -1 four thousand six hundred (4,600) square feet Dwelling, Town-Home - one thousand eight hundred (1,800) square feet  Dwelling, Single Family - twenty (20) feet Dwelling, Town-Home - twenty (20) feet Dwelling, Single Family - five (5) feet Dwelling, Town-Home - fifteen (15) feet between buildings Dwelling, Single Family = twenty (20) feet Dwelling, Town-Home - twenty (20) feet  Minimum Side Setback (an additional five (5) feet shall be provided on all side yards  which abut a public or private street) Minimum Rear Setback Maximum Building Height setback Maximum Gross Density use; use;  AlI Uses-1 Thirty-five (35) feet as measured from the elevation at the front Single Family Development -I Less than four (4) units per acre as aj permitted Multi-Family Development - Less than eight (8) units per acre as aj permitted  Minimum Lot Width (as measured at the required front setback)  Dwelling, Single Family - forty (40) feet Dwelling, Town Home - twenty (20) feet  In the event. Development Area C is converted to residential uses, the above provisions shall  apply. ii.  Development Area B shall adhere to the site design and dimensional provisions of the  0-1/NB zoning district.  iii. Development Area C: shall adhere to the site design and dimensional provisions ofthe I zoning district for uses permitted in the I zoning district and/or the site design and dimensional provisions of the 0-1/NB zoning district for uses permitted in the 0-1/NB  zoning district.  iv. Development Area D shall adhere to the site design and dimensional provisions of the  0-1/NB: zoning district.  CHAR22180882v10  11  48    b. Along the Site's internal streets, the Petitioner will provide a sidewalk and a cross-walk network that links all of the principal buildings on the Site with one another by way of links to sidewalks along the abutting public and private streets and/or other pedestrian features. The minimum  width for these internal sidewalks will be a minimum off five (5) feet.  C. 7.  A twenty-five (25) foot buffer shall be provided on existing roads along the periphery of the  Site that are adjacent to existing single-family homes as generally depicted on Sheet RZ-01.  Environmental Features  a. The location, size, and type of storm water management systems depicted on the Rezoning Plan are subject to review and approval as part of the full development plan submittal and are not implicitly approved from and engineering perspective with this rezoning. Adjustments may be necessary in order to accommodate actual storm water treatment requirements and natural site discharge points. b. Storm water detention areas and water quality areas located along an interior public street will  be landscaped to create an attractive street edge. explore and implement additional measures as feasible.  C.  The Petitioner will meet all state and local erosion control requirements and will, in good faith, d. The average stream buffer for each stream shall be a minimum of fifty (50) feet from the creek centerline. The minimum width of the stream buffer shall be no less than thirty (30) feet from the  creek centerline. e. f.  The Petitioner shall provide twenty (20) percent oft the total site as open spaçe including but not limited to trails, amenity areas, buffers, bmps, stream corridors, natural features and/or similar. The Petitioner shall replant the twenty-five (25) foot periphery buffer and/or the minimum thirty (30) foot creek buffers by disturbed by any grading activities with deciduous mitigation trees with ai minimum four-inch caliper as part of an alternative tree protection program. The quantity and location oft the trees shall be determined at the time of disturbance according to the following  guideline:  i. Three (3) large maturing deciduous trees per 100 lineal feet of disturbance, ii. Two (2) medium maturing deciduous trees per 100 lineal feet of disturbance, iii. One (1) small maturing deciduous trees per I00 lineal feet of disturbance, and  iv. A mix of ground cover bushes  Plantings shall be provided in accordance with the Planting List included with this Rezoning Plan.  Replacements, plantings shall not be required at creek crossings. 8. The Carolina Thread Trail and Open Space:  a.  The Petitioner will provide a series of passive and active open space areas throughout the residential community as generally depicted on Sheet RZ-2 (the exact location and configuration of these open space areas may vary from what is illustrated; the final locations and configuration of the open space areas will be determinedfinalized during each phase of the subdivision approval process). A minimum of 10% of the Development Area A will be provided as passive open spaçe areas and a minimum of 5% of the area will be provided and improved as active open space areas. Active open space areas will be areas improved with seating areas, trails, recreation fields, tennis courts, play grounds, swimming pools, amenitized ponds (i.e. water quality ponds/areas improved with trails,  CHAR2218082v10  12  49    seating areas and other amenities), a club house or other amenity areas designed to be used and enjoyed by the residents and guests of the community. Passive open space areas will be environmental areas such as tree save areas, water quality buffers, slopes, tree save areas, water quality areas or other open space areas of the community. BMP's in addition to the lwo areas dedicated for future municipal services shall count toward the thirty (30) percent required open space generally b. The design of the club house amenity area located within Development Area A will emphasize  depictedonR RZ-2.  walkability and pedestrian access.  C. d. occurs. f. Realignment. 9. a.  The Petitioner shall reserve a twenty-five (25) foot easement as part of the future Carolina Secondary trails shall be provided as generally depicted on Sheet RZ-02 as development Parking for the Carolina Thread Trail shall be provided upon completion of the Armstrong Ford Commitments regarding Infrastructure & Civie/Community Uses & Services Petitioner Commitments to Infrastructure & Civic Uses/Services Generally. As set forth below ini this Section 9 (and as to roadway improvements in Section 3.1 above), Petitioner commits to: 1. Undertake certain roadway improvements associated with development of the Site (Section 2. Work with Two Rivers regarding extension of water and sewer service to the Site 3. Work with Town of Cramerton to identify public parking areas, dedicate Carolina Thread Trail 4. Work with Town of Cramerton in connection with supporting public safety needs regarding b. Utility Infrastructure Extensions. Utility installations will take place over time as private development occurs and as warranted and supported by Two Rivers and the Petitioner, or assigns. Petitioner, or assigns commits to work with Two Rivers and other applicable agencies to ensure that acceptable levels of water and sewer service are made available to serve the Development. Petitioner, or assigns understands that it shall be responsible for extension of utilities within the Site in addition to the extensions contemplated by the Utility Plan. This excludes already identified public/private funding options that may be mutually agreed upon. The Petitioner, or assigns also recognizes that such water and sewer service needed to serve the Development may constitute an impediment on the level  Thread Trail as generally depicted on Sheet RZ-02 and set forth in Section 9 below.  3.I above);  (subsection b. below);  areas and other public benefit commitments (seesubsection d. below); and  municipal services serving the area (subsection f. below).  ofsuch development that can take place.  C.  Parks & Recreation Facilities. The Petitioner, or assigns, recognizes that transformative communities with exceptional livability are benefitted by quality public parks and recreation facilities. Accordingly the Petitioner, or assigns, provides the following commitments in connection with park  and recreation facilities, open space and greenways:  CHAR22189882V10  13  50    1. Carolina Thread Trail Location and Design. [Sheet RZ-2] sets forth the general proposed location of the Carolina Thread Trail areas which are subject to adjustment during the land development permitting process. Petitioner, or assigns, will work with the Town of Cramerton to finalize the trail area locations in a manner reasonably consistent with development plans for the Site. Iti is understood that the trail will be a minimum often (10) feet wide and constructed within a minimum twenty-five (25) foot wide easement. Trails can be located in buffers where 2. Carolina Thread Trail Construction and Dedication Phasing. The Carolina Thread Trail shall be constructed by the Petitioner, or assigns, in phases with adjacent residential development. Phasing shall be established during the land development permitting process and in combination with utility availability. The Carolina Thread Trail land dedication will take place without compensation for land value prior to the last certificate of occupancy for Phase II Development, subject to the Town of Cramerton or other's commitment to bear the cost of the trail improvements and otherwise cooperate in a manner that incorporates the projects within  acceptable.  future capital improvement plans.  d.  Public Safety.  1. Municipal Services. In order to support master planning needs, Petitioner, or assigns, agree to reserve within the Site, ten (10) acres ofl land for future municipal services that could serve the broader community as generally depicted on Sheet RZ-02. The land sO designated shall be reserved by Petitioner, or assigns, for the benefit of the Town of Cramerton for a period of 15 years from such approval. If the land is not utilized for municipal services after fifteen (15) years, then land shall be reserved as active and/or passive open space for the benefit of the Administrative Amendments regarding Commitments for Civic/Community Uses & Services. It is acknowledged that given the large master planned nature and long timeline of development for the Site, changes in the various civic services/community uses described in subsections 9. b., C., and d. above, may take place over time or commitments regarding the same may be met on property beyond the Site or by parties other than Petitioner, or assigns, with the approvals of the applicable governmental authorities authorized for such services/community uses. In such event, the Petitioner, or assigns, with the written approval by the applicable governmental authorities, may request an administrative amendment to the Rezoning Petition to address the changes associated with the civic services/community uses in  Petitioner or assigns.  e.  question. 10. Signage: a.  Signage as allowed by the Ordinance for each respective Development Area may be provided as allowed by the associated zoning district. The Site will be viewed as a Planned/Unified Development as defined by the Ordinance; consequently uses located on the interior of the Site may be identified on the allowed signs for the use in Development Area B and C, and vice versa uses located on along Armstrong Ford Road or South New Hope Road may be identified on signs located on the  interior oft the Site. 11. Lighting: a. CHAR22180882v10  All new lighting shall be full cut-off type lighting fixtures excluding lower, decorative lighting  that may bei installed along the driveways, sidewalks, and parking areas.  14  51    b. Detached. lighting on the Site, except street lights located along public streets, will be limited to 25 feet in height in the portions of the Site used for non-residential uses and 15 feet in height in the  portions oft the Site used for residential uses. 12. Amendments to the Rezoning Plan:  a. Ordinance.  Future amendments to the Rezoning Plan (which includes these Development Standards) may be applied for by the then Owner or Owners oft the applicable Development Area or portion oft the Site affected by such amendment in accordance with the provisions herein and of Section 19.10 of the  13. Binding Effect of the Rezoning Application:  a. Ifthis Rezoning Petition is approved, all conditions applicable to the development of the Site imposed under the Rezoning Plan will, unless amended in the manner provided herein and under the Ordinance, be binding upon and inure to the benefit of the Petitioner and subsequent owners oft the Site and their respective heirs, devisees, personal representatives, successors in interest or assigns.  CHAR22180882V10  15  52    Kimley>>Horn  1.0 Executive Summary primary objectives of the study are:  The purpose of this Transportation Impact Analysis (TIA) is to evaluate the impacts on the surrounding transportation infrastructure as a result of the proposed Riverside development. The  To estimate trip generation and distribution for the proposed development. To perform vehicular, pedestrian and bicycle operations analyses for each of thei identified To determine the potential transportation impacts of the proposed development. Toi identify improvements to mitigate the proposed development's transportation impacts. The proposed Riverside development is located along the east side of SI New Hopel Road (NC279) between Armstrong Ford Road and Roxie Lane in Cramerton, North Carolina. Based on the site plan provided by the applicant, the proposed development is currently envisioned to consist of the  study intersections.  following land uses: Phase 1A o 500 single-family homes Phase 1B 430 single-family homes 140 townhomes Phase 2  100,000 SF of general office space 80,000: SF of shopping center space  Note that a third phase was also studied that assumed the planned Armstrong Ford Road A portion of the site is currently located outside Town limits; however, in addition to the proposed rezoning, the site is also proposed to be annexed into the Town of Cramerton. The proposed site For the purposes of this TIA, Phases 1A, 1B, 2, and 3 of the development were assumed to be completed (built-out) in 2029. Based on the provided site plan, the proposed development will be Armstrong Ford Road and Internal Spine Road - Af full-movement driveway connection to Armstrong Ford Road located approximately 250 feet east of Oak Street SNew! Hope Road (NC 279) and Lake Wylie Road - Afull-movement driveway connection to S New Hope Road (NC 279) via Lake Wylie Road. This existing intersection will be realigned to McCullough Road upon build-out of the site Commercial Site Access - A right-in/right-out driveway connection to S New Hope Road (NC 279) located between Lake Wylie Road and Cameron Pointe Lane (Phase 2 and Note that internal connections are also planned to Duck Cove Road, Lake Wylie Road, and Roxie ATIA Scoping Meeting was held with the Town of Cramerton and representatives of the applicant in Cramerton on August 5, 2019, to obtain background information and to ascertain the scope and parameters tol bei included int this TIA. ATIAI Memorandum of Understanding (MOU) was developed based on discussions from thisr meeting that documented all scoping parameters to be used for the  realignment is complete prior toi full build-out of the site.  is currently zoned R-1/R-2.  accessed viat thet following external access points:  Phase 3 only)  Lane.  Riverside Development Transportation Impact. Analysis  1  53    Kimley>Horn  TIA and was reviewed and agreed upon by the Town of Cramerton, NCDOT and the applicant. After this meeting, an updated MOU was prepared to add the intersection of S New Hope Road (NC 279) and Armstrong Road (NC 273) on September 23, 2019. This MOU was reviewed and agreed upon by the Town of Cramerton, NCDOT, and the applicant. The final approved TIAI MOU isi included in the. Appendix. After approval of the MOU and completion of ai first draft of the TIA, based upon discussions with the Town and the Applicant, Phase 1A was added to the analysis to additionally phase. the residential portion of the development. This phase is not reflected in the The following AM and PM peak-hour scenarios were analyzed to determine the proposed  MOU.  development's transportation impacts on the surrounding network:  2019 Existing Conditions 2029 Background Conditions  2029 Build-out Conditions - Phase 1A (500 Single Family Homes) 2029 Build-out Conditions - Phase 1B (AII Residential) 2029 Build-out Conditions - Phase 2 (Residential + Retail) 2034 Build-out Conditions + 5y years (Residential + Retail)  2029 Build-out Conditions - Phase: 3 (Residential + Retail + Realigned Armstrong Ford Rd) Based on the final approved MOU, this TIA evaluated the vehicular, pedestrian and bicycle operations under each of the AM and PM peak-hour scenarios above for the following study area  intersections:  1. SN New Hope Road (NC 279) and Armstrong Ford Road 2. S New Hope Road (NC 279) and Union New Hope Road 3. S New Hope Road (NC 279) and Lake Wylie Road 4. SNew Hope Road (NC 279) and McCullough Road 5. SI New Hope Road (NC 279) and Roxie Lane 6. Armstrong Ford Road and Hills Road/Oak Street 7. Lake Wylie Road and Duck Cove Road 8. SN New Hope Road (NC 279) and Armstrong Ford (NC2 273) 9. Armstrong Ford Road and Internal Spine Road 10. Lake Wylie Road and Internal Spine Road  11. Armstrong Ford Road and Commercial Site Access (Phase 2 and Phase 3 only) The study area was based on the Town of Cramerton Traffic Impact Analysis (TIA) Ordinance, which states "At ar minimum, the study area shall include all streets and signalized intersections within a 1-mile radius of the proposed site and/or where site traffic estimated for build-out of the project will constitute 10% or more of any signalized intersection approach during the peak hour.. Unsignalized intersections between the required signalized intersections will be added to Note thet following modifications from the background data collected were applied to the capacity analyses to meet NCDOT Congestion Management Capacity Analysis Guidelines:  the scope as directed by the Town."  Right-turn-on-red (RTOR) operations were not allowed. Lost time adjust was added to the yellow and all-red times provided in the existing signal plans to maintain at total lost time of 5 seconds for each movement. An minimum of 4 vehicles per hour were used for permissible movements.  Riverside Development Transportation Impact Analysis  2  54    Kimley>>Horn  Kimley-Horn was retained to determine the potential transportation impacts of this development (in accordance with the traffic study guidelines in the NCDOTI Policy on Street and Driveway Access to North Carolina Highways and set forth by the Town of Cramerton Traffic Impact Analysis Ordinance) and to identify transportation improvements that may be required to mitigate these impacts. This report presents trip generation, distribution, vehicular and multimodal analyses, crash analyses, and identified transportation improvements required to mitigate anticipated Based on the vehicular, pedestrian, and bicycle operations analyses performed at each of the identified study intersections, along with review of the auxiliary turn-lane warrants, traffic signal warrants, and crash analyses contained herein, the following improvements are identified to mitigate the impact of the proposed development on the surrounding transportation infrastructure: S New Hope Road (NC 279) and McCullough Road/Realigned Lake Wylie Road  transportation demands produced by the subject development.  2029 Phase 1A(500 Single Family Homes)  Realign Lake Wylie Road to connect to S New Hope Road (NC 279) at McCullough Road. Construct a westbound right-turn lane along Realigned Lake Wylie Road with a minimum Construct a southbound left-turn lane along S New Hope Road (NC 279) with a minimum  Install a traffic signal. of 2751 feet of storage. of 3251 feet of storage.  Armstrong Ford Road and Internal Spine Road Install at traffic signal when warrants are met.*  Construct a westbound left-turn lane along Armstrong Ford Road with a minimum of 225 Construct the northbound approach of the Internal Spine Road at Armstrong Ford Road with an internal protected stem (IPS) of 100 feet, a single ingress lane, and two egress lanes including a northbound left-turn lane with a minimum of 100 feet of storage and an *Ifa ai traffic signal is not preferred by NCDOT under Phase 1A or 1B, an eastbound right-turn lane along Armstrong Ford Road with ar minimum of 1001 feet of storage should be constructed.  feet of storage.  exclusive northbound right-turn lane.  Lake Wylie Road and Internal Spine Road  Construct the northbound and southbound approaches of the Internal Spine Road at Lake Wylie Road with an IPS of 1001 feet, a single ingress lane, and a single egress lane. Construct the portion of the planned South Fork Greenway located within the proposed site. The proposed alignment and cross-section should be coordinated with Carolina  Construct a single lane roundabout. Study. Area Pedestrian and Bicycle Improvements  Thread Trail, GCLMPO, and Town of Cramerton staff.  2029 Phase 1B (AlI Residential)  S New Hope Road (NC 279) and Armstrong Ford Road/Twin Tops Road of 3251 feet of storage to create dual westbound right-turn lanes.  Construct additional westbound right-turn lane along Armstrong Ford Road withaminimum  S New Hope Road (NC 279) and Union New Hope Road  Install at traffic signal. Riverside. Development Transportation Impact. Analysis  3  55    Kimley>>Horn  S New Hope Road (NC 279) and Roxie Lane of 100 feet of storage. 1001 feet of storage. exclusive westbound left-turn lane. 2029 Phase 2 (Residential and Commercial) Lake Wylie Road and Duck Cove Road  Construct a northbound right-turn lane along S New Hope Road (NC: 279) with ar minimum Construct a westbound right-turn lane along Armstrong Road (NC 273) with ar minimum of Restripe the shared westbound left-right lane along Armstrong Road (NC 273) to an  SNew Hope Road (NC 279) and Armstrong Road (NC 273)  Construct an eastbound left-turn lane along Lake Wylie Road with a minimum of 1001 feet Construct the westbound approach of the Commercial Site Access as a right-in/right-out driveway with an IPS of 100f feet and a single ingress and egress lane. Construct ar northbound right-turn lane along S New Hope Road (NC 279) with a minimum IfArmstrong Ford Road is realigned prior to build-out of the proposed Riverside development, the 2029 Phase 3 (Residential and Retail and Realigned Armstrong Ford Road)  of storage.  SNew Hope Road (NC 279) and Commercial Site Access  of 1001 feet of storage.  following additional improvements are recommended: S New Hope Road (NC 279) and Union New Hope Road Armstrong Ford Road and Internal Spine Road  Construct additional westbound right-turn lane along Armstrong Ford Road with a minimum  of 300 feet of storage to create dual westbound right-turn lanes.  Install at traffic signal. feet of storage.  Construct a westbound left-turn lane along Armstrong Ford Road with a minimum of 300 Construct the northbound approach of the Internal Spine Road at Armstrong Ford Road with an IPS of 100 feet, as single ingress lane and two egress lanes including a shared left- through lane with a minimum of 1001 feet of storage and an exclusive right-turn lane. Construct the southbound approach of the Internal Spine Road at Armstrong Ford Road with an IPS of 1001 feet, as single ingress lane and two egress lanes includes a shared left- through lane and an exclusive right-turn lane with a minimum of 100 feet of storage. The mitigation improvements identified within the study area for Phases 1A, 1B, and 2 are shown inl Figure 1.1. The mitigation improvements identified within the study area for Phase 3 are shown in Figure 1.2. Thei improvements shown on this figure are: subject to approval by NCDOT andt the Town of Cramerton. All additions and attachments to the State and Town roadway system shall be properly permitted, designed and constructed in conformance to standards maintained by the  agencies.  Riverside Development Transportation Impact Analysis  56    ait I 2 t-3251 4t 2  Ifat traffics signali is notp preferred by! NCDOT, an eastbound right-turn lane witha a minimum of 100 feet ofs storage should be constructed  Twin Tops Road  41,  225  Armstrong Ford Road  *  Construct portion of South Fork Greenway located within the proposed site  Union New Hope Road  t  SITE  * * 1t  L 100PS Commercial  Site Access  Tr 8 275 4  4 Lake Wylie Road  4  100'  McCullough Road  Roxie Lane  Tr 00 t_100: FRESTRIPE  LEGEND  Existing Lane Storage Length Traffic Signal Stop Control Roundabout S Internal Protected Stem  Armstrong Road  Identified Phase 1AI Mitigation! Improvement Identified! Phase 1BI Mitigationl Improvement Identified Phase 21 Mitigation! Improvement NCDOT U-5821/Worrells River Improvement Unsignalized U-turn Bulb-out Identified Phases Improvements  NOTTO SCALE  *  Riverside  Figure 1.1 57  Kimley>>Horn Transportation ImpactAnalysis 1A, 1B, & 2 Mitigation    * 1 I n I  4 11 e t-300 I t 7 1 8 L +* tt 1  Twin Tops Road  Armstrong Ford Road  300'  Construct portion of South Fork Greenway located within the proposed site  4  Union New Hope Road  SITE  E 100PS. Commercial  SiteAccess  Tr 8 4 L 275'  4 Lake Wylie Road  100'  McCullough Road  $ Tr L1 100' RESTRIPE Tr  Roxie Lane  LEGEND  Existing Lane Storage Length Traffic Signal Stop Control Roundabout IPS Internal Protected Stem  Armstrong Road  Identified Phase 31 Mitigationl Improvement NCDOT U-5821/Worrells River improvement Armstrong! Ford Road Realignment! Improvement * Unsignalized U-turn Bulb-out Identified Phase 3 Mitigation mprovements  NOTTO SCALE  Riverside  Figure 1.2 58  Kimley>>Horn Transportation Impact Analysis    CRARE  TOWN OF CRAMERTON Planning & Zoning Department  TO: Town of Cramerton Board of Commissioners FROM: Josh Watkins, Planning Director DATE: August 3, 2019 RE: VCM Phase 1E Townhome Map 2 Final Plat Request  Staff has received thei final plat request for VCM Phase 1E, Townhome Map: 2. This section includes 44 The plat as shown complies with the requirements oft the Land Development Code as well as the approved preliminary plat on file. Furthermore, the required infrastructure has either beeni installed or bonded as Attached you willf find thei final plat and application. Staff recommends that the Board of Commissioners  townhome lots located off of S New Hope Road. required byt the Land Development Code.  approve this request for at final plat for VCM Phase 1E, Townhome Map 2.  155 North) Main St., Cramerton, North Carolina 28032  Phone: 704-824-4337  Fax: 704-824-8943  59    Caeloy  Application for Final Plat  For an application to be considered complete, your must submit thet following information to the Town of 2. Twelve (12) FOLDED copies of thet final plat (blue/black lines), and One (1) digital version (PDF) 3. Af fee of $250 + $5 per lot for plats containing between 1-501 lots; at fee of $250 +$101 for plats 4. One (1) complete signed application for Letter of Credit/Bond Review (ifapplicable) 5. Afee of $100.001 for Improvement Guarantee Application (ife apploabie)-Engineing Costs 6. Once submitted, review agencies have approximately fifteen (15) working days to review the plats. Comments willl be returned tot the contact designated on this formi in section 3 under Owner/Developer Information. (Please note that ifar review entails at third submittal tot the review 7. Final plats must be recorded with the Register of Deeds within 30 days of approval bythe NOTE: Incomplete. Applications will not be processed by the Planning and Zoning  Cramerton Planning Department:  1. One (1) complete Town of Cramerton Final Plat Application  containing more than 50! lots  agencies, a resubmittal fee willl be charged.) Planning Director or the plat shall be deemed void. Department, and will be returned to the Applicant. :  Project Information  1.N Name of Subdivision: VCME 2.L Location of Subdivision: 3.F PINI Numbers: 224064 4. Current Zoning: BL 6. Ist this a CU orCZ Project? 7. Date of Preliminary Plat Approval:  PAMERTOMNC  5.P Project Classification (Residential, Commercial, etc.): PEGDEATIAL  D YES: Case Number: Owner/Developer Information  VENO  Subdivision Case #:  1. PropertyOwner Name: VAMBPAN uLC Property Owner Phone: 704-875.9764 2.7 Agent/Developer Name: NteBesyAs Agent/Developer Phone: 704-975-9704  Property Owner Email: natebowrAk Agent/Developer Email: 3. Contact for Comments Contact for Comments Email: 1 Have all required improvements 2.V Willa al bond or letter ofcredit be 3.Wev willl be providing thet following (check as appropriate)  15egnber  SMH Contacti for Comments Phone:  NameTANHER  264:577-3444  itkIenta- Improvement Guarantee  been installed to specifications? OYES* -NO "lfyes, skip to Street Naming Section  "lfyes, complete Improvement Guarantee  required for recording this plat? VYES"* ONO  Application form  Cash  OLetter of Credit 2B Bond  60    Please note that ify you guarantee the completion ofi improvements with a performance bond, cash deposit or letter of credit, the amount required shall be equal to 125% of the cost to complete said improvements. (Contact the Planning Department: for additional information 704-824-4337)  Street Names  1.7 Have all street names been approved  *If no, submit Street Name Review *and Confirmation Form  By Gaston County E-911 Addressing? VOYES ONO*  Utilities Water  Sewer OP Private sPublic PMlwRsss  1, Who will provide water and D Private w Public sewer services for this site? Poidelulses  Verification Process  sB.Buma submit that all of thei information contained in this application is true and correct and also understand thati incomplete applications will not bey processed byt the Town of Harrisburg  Planning Department. Date6:30:20  Signed: 25  Title:  MAPAOEK  (Owner, Agent, Developer, LLCI Member, etc.)  Do not write below this point  For Staff Use Only: Subdivision application fee paid:. Improvement Guarantee Application feep paid:  Check Number:_  61    LaBella Powered by partnership.  August 3, 2020 Mr. Josh Watkins, Planning Director Town of Cramerton 155 N. Main Street Cramerton, NC: 28032 SUBJECT: Dear. Josh:  Villages at Cramerton Mills Townhomes Phase 1E Map 2 Improvement Guarantee. Application Second Review  We have reviewed the construction estimate for roadway and site improvements dated July 28, 2020 (attached) to verify the proposed costs determining the Developer's performance bond. The proposed amount of $305,422.58 shown on the estimate is satisfactory and recommended for approval.  Ify you have any questions, please contact us at 704-941-2132.  Sincerely, LaBella Associates, P.C. Bonnilsihe Bonnie A. Fisher, P.E. Project Manager Attachment CC: Rodney Baker  400 S. Tryon Street, Suite: 1300 Charlotte, NC: 28285/P404376-64231F9704.332-6177  www.labellapc.com  62    BOND ESTIMATE  PROJECT NAME: Villages at Cramerton Mills Townhomes Phase 1E Map2  COMPANY AGENT PHONE NO.: EMAIL DATE  R.Joe! Harris & Associates, Inc. Daniel Gates (803) 802-1799 dgales@/peharis.com 7/28/2020 aF Registered! Licensed  SIGNATURE AND SEAL OF SUBMITTING ENGINEER  SEALI LHERLTH CARO  Potie Mwphy  Professional, dol herebyvertlylhathave personalysupervisedthe measurementthereofandi that the quantities expresadherehnrepresent ana accuratemeasurement: ofthe work tol be completedont thisproject. This bond estimate coversa allt thei infrastructure improvementsonthe  SEAL 036836 L. MY  projectreferenceda above. Pleases signi int this box.  hfa Quantity 32 12,900 1612  Improvements Streets Landscaping (Large Maturing Trees) Sidewalks Seeding Stone & Asphalt Base Top 1.5" Surface Curb & Gutter Wheelchair ramps Erosion Control Maintnance Storm Asbuilts  Unit EA SF SY SY SY SY SY SY SY LF LF EA LS LS LS  Unit Cost $ 300.00 $ $ 3.25 $ 41,925.00 $ 1.05 $ $ 24.90 $ $ 24.90 $ 45,616.80 $ 24.90 $ $ 12.00 $ 45,876.00 $ 12.00 $ 21,984.00 $ 12.00 $ $ 18.00 $ $ 22.00 $ $ 1,800.00 $ 10,800.00 $10,000.00 $ 10,000.00 $40,000.00 $ 40,000.00 $ 3,000.00 $  Total 9,600.00 1,692.37 6,225.00 1,518.90  Patton Drivel 250 Stella's Alleyl 1832 Bowling Alley Patton Drivel 3823 Stella'sA Alleyl 1832 Bowling Alleyl 1-6" 2'-6" 244  61 61 o 6 1 1 1  732.00 5,368.00 3,000.00 $ 244,338.07 $ 61,084.52 $ 305,422.58  Conversion of Sediment Pondt to Permanent BMP  Subtotal 25% Contingency TOTAL  63    Mr  64