NOTE: Although every effort on the part of the Planning Dept.is made to assure every Agenda is accurate and precise, periodically, for unforeseen circumstances out of our control, items and/or public hearings appearing on this agenda may become withdrawn, request to be tabled/moved to the next agenda, or subject to change with little to no notice. Citizens are encouraged to call City Hall/Planning Dept. (479-795-2750-option 4) to verify if an item of interest remains scheduled to be heard on this date.

CENTERTON PLANNING COMMISSION July 7, 2020 @ 6:00 PM

AGENDA Public comment period after the introduction of each agenda item

1. CALL TO ORDER

2. ROLL CALL

3. APPROVAL OF MINUTES – A. Planning Minutes – 06/16/2020

4. OLD BUSINESS

A. Final Comprehensive Plan – for recommendation to Council

5. NEW BUSINESS A. {PUBLIC HEARING} REZ20-13 Cobare Plumbing – Buckhorn Flats/Daisy Rd. (A-1 to I-1/1.524 Ac) B. {PUBLIC HEARING} CU20-04 Beckendale Plaza (parking lot) – 401 Centerton Blvd. Mobile Food

Vendor Parking

C. SUB18-10 Southwinds Phase 1 Final Plat – Womack & Kimmel Rds (R-3 / 113 SF Lots / 40.62 Ac) D. MOV20-02 Gonzalez-Moving Permit – Mobile Home 8500 N. Tycoon Rd.

6. OTHER BUSINESS

7. ANNOUNCEMENTS

A. Next PC Meeting: 07/21/2020 @ 6:00 PM B. Upcoming Comp Plan Items:

• 07/14 6:00 PM Final Plan to Council for Adoption

8. ADJOURN

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CENTERTON

PLANNING COMMISSION MINUTES OF VIRTUAL MEETING

JUNE 16, 2020

(1) CALL TO ORDER - The Zoom Virtual Meeting of the Centerton Planning Commission was called to order by Planning Commission Chairman Jeff Seyfarth at 6:05 p.m.

(2) ROLL CALL - Those Present and answering Roll Call were Jeff Seyfarth, Joey

Ingle, Devin Murphy, Amber Beale, Tiffany Morris, Craig Langford, and Jerry Harris. Ty Manning was absent. Others in attendance for the City were Mayor Bill Edwards, City Clerk/Recorder Todd Wright, City Attorney Brian Rabal, Planning Director Lorene Burns, City Planner Dianne Morrison Lloyd, Senior Planner Nicole Gibbs, City Planner Donna Wonsower, Fire Marshall Paul Higginbotham, Director of Public Works Rick Hudson and City Engineer John Wary.

(3) Approval of the 6/02/2020 Planning Meeting Minutes - Chairman Jeff Seyfarth introduced the Minutes of the Planning Commission Meeting from 6/02/2020 and asked the Commissioners if they had any questions or concerns. There were none. Tiffany Morris made a motion to Approve the June 2, 2020 Planning Commission Meeting Minutes, with a 2nd from Joey Ingle. All Commission Members voted in favor and the motion carried.

(4) OLD BUSINESS - None

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A. PUB19-03: Centerton City Hall – Site Lighting Plan -

Chairman Jeff Seyfarth introduced the item to the Commission. Senior Planner Nicole Gibbs addressed the Commission, stating that PC approved the Development Plan for the New City Hall on 5/19/2020. She said a contingency of that approval was for the Site Lighting Plan to come back to PC for approval. A presentation of the Site Lighting Photometric Plan was shown, and Gibbs gave details. She said Staff finds this plan to be in general compliance with City Code. She said there is a note that “String Lighting” is being proposed for the Center Courtyard of the building. Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff. There were none.

Joey Ingle made a motion to Approve PUB19-03: Centerton City Hall – Site Lighting Plan, with a 2nd from Tiffany Morris. All Commission Members voted in favor and the motion carried.

(5) NEW BUSINESS-

A. {PUBLIC HEARING} Draft Comprehensive Plan Presentation – Remote Presentation by Houseal Lavigne and Staff for Planning Commission and Public Comment Only (Includes Draft Land Use Plan, Draft Master Street Plan & Draft Master Trails Plan). Draft Plans will be made available to review on the City Website; send Public Comment to the City until 6/18/2020. Note: Target Dates for Planning Commission Recommendation of the Final Draft Comprehensive Plan will be 7/07/2020 and City Council Adoption on 7/14/2020.

Chairman Jeff Seyfarth introduced the item to the Commission.

Craig Langford made a motion to Open the Public Hearing for the Draft Comprehensive Plan Presentation, with a 2nd from Joey Ingle. All Commission Members voted in favor and the motion carried.

Nik Davis was present, representing Houseal Lavigne. Davis recognized several of the individuals and groups that Houseal Lavigne engaged with in preparing this Plan. Davis made a presentation of the 2040 Comprehensive Plan to the Planning Commission., covering these and other topics:

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• Introduction & Community Profile • Vision, Goals and Objectives • Land Use & Development • Residential Areas Framework • Economic Development Framework • Multimodal Transportation • Master Street Plan • Community Facilities • Parks, Open Space & Environmental Features • New Downtown Concept / Innovation Center • Capital Improvement Plan • Implementation

Chairman Jeff Seyfarth recognized all the individuals and groups that have been involved with this Comprehensive Plan, as well as those from the public.

Chairman Jeff Seyfarth opened the meeting to Public Comments. Destin Cacioppo – 215 Monroe Street – Mr. Cacioppo applauded Nik Davis on his Comprehensive Plan Presentation. He expressed concern with the Collector Street still being proposed south of the Ridgefield Subdivision to connect all the way to Hwy. 279. He asked if it could stop short of Hwy 279, to reduce traffic through the neighborhood, for safety reasons. He said he has spoken to most of his neighbors and has collected signatures from them. He also expressed concern with apartment development on the property to the south. Director of Public Works Rick Hudson stated that there are quite a few changes being proposed for that area, including the downgrade of Hwy 279, to a Collector Street and moving the Arterial part of it to the west. He said the Collector Street south of Ridgefield is for connectivity and the future growth of our City. He said we have to expect when we move into a neighborhood, which has a dead-end road, that it will eventually change. He said currently, we would not allow dead-end streets like there are in Ridgefield, as it is a dangerous situation for the Fire and Police Departments. He said there are several neighborhoods there that all have dead-ends, and we intend to connect them for safety and connectivity reasons. Hudson said as far as the development to the south of Ridgefield is concerned, there are no plans in place presently.

Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff. City Clerk Todd Wright said that it was good to be a part of the process, through the Open Houses, Group Meetings with local businesses and developers. He said it was a really good opportunity to get feedback from people that are

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building and developing in our community as well as those with local businesses. He said he thought this really helped us grow together as a community. He said he was also a part of the Steering Committee, and a lot of hours have been put into this. He also mentioned that there have been three (3) Public Input Meetings in the last week or so, giving plenty of opportunity to people, for their input.

Tiffany Morris made a motion to Close the Public Hearing for the Draft Comprehensive Plan Presentation, with a 2nd from Joey Ingle. All Commission Members voted in favor and the motion carried.

B. {PUBLIC HEARING} CU20-03: Hales Fireworks – Daniel Dartanian; Fireworks Tent on NE Corner of Keller Road & W. Centerton Blvd; Zoned C-2 -

Chairman Jeff Seyfarth introduced the item to the Commission. Craig Langford made a motion to Open the Public Hearing for CU20-03: Hales Fireworks – Daniel Dartanian; Fireworks Tent on NE Corner of Keller Road & W. Centerton Blvd; Zoned C-2, with a 2nd from Joey Ingle. All Commission Members voted in favor and the motion carried.

Danial Dartanian addressed the Commission stating that they are requesting a Conditional Use to place a Fireworks Tent at the corner of Keller Road and Hwy. 102, as he has done since 1995. He said they do have plans in place for Social Distancing.

Chairman Jeff Seyfarth opened the meeting to Public Comments. Public Comments - None

Tiffany Morris made a motion to Close the Public Hearing for CU20-03: Hales Fireworks – Daniel Dartanian; Fireworks Tent on NE Corner of Keller Road & W. Centerton Blvd; Zoned C-2, with a 2nd from Devin Murphy. All Commission Members voted in favor and the motion carried.

City Planner Donna Wonsower addressed the Commission, stating that this Conditional Use Request is for a Fireworks Stand to be open from June 20th to July 5th, and will take the tent down by July 10th. She said they will be open 9:00am to 9:00pm 7 days a week and will be open until midnight on July 3rd and 4th. She said there will be 2 employees, with possibly more on July 3rd and 4th. She said the applicant has provided exhibits, showcasing the tent placement and parking, and his Sign Permit has been approved. She listed the Conditions of Approval, which are the same as it has always been in the past.

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Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff. There were none.

Joey Ingle made a motion to Approve CU20-03: Hales Fireworks – Daniel Dartanian; Fireworks Tent on NE Corner of Keller Road & W. Centerton Blvd; Zoned C-2, with a 2nd from Tiffany Morris. There was a Roll Call. All Commission Members voted in favor and the motion carried.

C. {PUBLIC HEARING} REZ20-11: Ace UR Game LLC – Rainbow Farm Road, A-1 to C-3 (Neighborhood Commercial) -

Chairman Jeff Seyfarth introduced the item to the Commission.

Tiffany Morris made a motion to Open the Public Hearing for REZ20-11: Ace UR Game LLC – Rainbow Farm Road, A-1 to C-3 (Neighborhood Commercial), with a 2nd from Devin Murphy. All Commission Members voted in favor and the motion carried. Ramesh Bharat addressed the Commission, stating that they are requesting a Rezone to build a small recreational club, basically for sports practice, both indoor and outdoor. He said it will mostly be baseball nets and cricket nets, with indoor facilities for table tennis, possibly. City Planner Donna Wonsower addressed the Commission, stating that this is a Rezone Request from A-1 to C-3 to be developed for Sports Activities. She said C-3 is primarily used for Convenience Shopping and Services. She said the Setback Requirements are 25’ for front and rear and 10’ for streets and sides. She said the current adjacent use is for Agriculture, and there are residential homes with large lots. She said the existing property has a large metal building, a residential house, and an open field. She said the Adopted Land Use Plan designates the use of the parcel as Mixed Use, with all surrounding parcels falling under this same designation. She said Mixed Use areas are defined as: areas where Residential, Commercial, Office and Green Spaces are grouped together to encourage bicycle and pedestrian traffic. She said Mixed Use would have Neighborhood Commercial listed as compatible. She said Rainbow Farm Road is currently designated as a Collector Road with a 60’ ROW and is being proposed on the new Master Street Plan to be a Major Collector Road with an 80’ ROW. She said this portion of Rainbow Farm Road is currently graveled. She said public water is available, but public sewer is not. She said septic would be a consideration for a sports complex. She said there are some adjacent subdivisions nearby and she received e-mailed comments from some of those residents.

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Chairman Jeff Seyfarth opened the meeting to Public Comments. Public Comments: Tracy Hook – E-mailed Planning Staff stating concern with Noise, Dust from the gravel road, having Commercial development next to Residential properties, not having received their Public Notice and increased traffic. Ronnie Hook – E-mailed Planning Staff stating concern with dust from the gravel road, the proposed hours of the business, increased light from the proposed development, and effect on the property values of an established neighborhood. Called in to Virtual Meeting, again expressing concern with a possible negative effect on the property values of their Neighborhood. He pointed out the already increased traffic from new subdivisions and dump trucks on Rainbow Farm Road. He was also concerned with the likely need for outdoor lighting, due to the proposed hours of operation. He said he supports growth but does not support Spot Zoning for Commercial in this area. He said he would prefer to have this development be done in an area where it is welcome, but not in his neighborhood. John & Carol Carpenter – E-mailed Planning Staff stating concern with the Proposed Hours of Business, disruption to the neighborhood, increased lighting, and increased traffic. Rick Bonds – Called into the Virtual Meeting expressing concern with this proposed development, as he surrounds the property in question on the east and north sides. He stated that he has cattle and horses. He said there are already liability concerns from existing neighborhood kids trying to get on his property. He said he would prefer this area to remain zoned for residential homes. He also expressed concerns about property value, drainage, and increased traffic on the existing dirt road.

Tiffany Morris made a motion to Close the Public Hearing for REZ20-11: Ace UR Game LLC – Rainbow Farm Road, A-1 to C-3 (Neighborhood Commercial), with a 2nd from Joey Ingle. All Commission Members voted in favor and the motion carried.

Ramesh Bharat addressed the Commission, stating that the proposed development will be very small, only supporting about ten (10) players, with no outside lights. He said he does not anticipate a large increase in traffic. He said the hours of operation can be flexible. He said there is already a bathroom facility inside the building, and it has access to water and septic. He said the existing septic system is large. He said he respects the Comments from the surrounding residents.

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Chairman Seyfarth asked the Commissions to consider the five (5) rezone criteria items:

1) Is the rezoning consistent with the comprehensive Adopted Master

Land Use Plan- YES. Jeff Seyfarth said this would fall into that Neighborhood Commercial piece in the Mixed-Used Zoning. Joey Ingle agreed. Commission was in agreement that it is considered consistent with surrounding use.

2) Is the proposed rezoning compatible with the surrounding area and zones- YES. Jeff Seyfarth said we are trying to get some Neighborhood Commercial Zones worked in with the Residential Zones in the Mixed-Use areas, and he felt this was compatible. Craig Langford asked again what fits in a C-3 Zoning. Seyfarth said it would be Light-Commercial that could service other neighborhoods. Joey Ingle was concerned with the dirt road. Commission was in agreement that it is compatible with the surrounding area.

3) Would all of the allowed uses in the new zone be compatible in this location- YES. Commission was in agreement that it is compatible.

4) Would the Rezoning provide a benefit to one land owner not shared by the whole neighborhood- NO. Commission was in agreement the there is not a non-shared benefit.

5) If the public is opposed, why- YES. There was public comment. Jeff Seyfarth said the Gravel Road comment is fact based. He said there is no fact basis about noise, lighting, or effect on property values. Joey Ingle said this Commercial request seems like it may be a little ahead of the game, but otherwise agreed with Seyfarth. Craig Langford asked if this request would be a Conditional Use. Nicole Gibbs said it would be a Conditional Use, so we could mitigate the impact. Rick Hudson stated that the Developer would be required to do a Half-Street Improvement and we are planning on doing a 3” overlay to the south. He said there are plans to finish this road all the way to the intersection of Buckhorn Flats already. He said only half of the road is gravel currently. Nicole Gibbs pointed out that on the Proposed Master Street Plan; Rainbow Farm is projected to connect north to Womack Road. Donna Wonsower said there is a Future Trail planned for Brookside Road and N. Rainbow Farm Road.

Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff.

Joey Ingle made a motion to recommend Approval to the City Council for REZ20-11: Ace UR Game LLC – Rainbow Farm Road, A-1 to C-3 (Neighborhood Commercial), with a 2nd from Craig Langford. There was a Roll Call. All Commission Members voted in favor and the motion carried.

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D. SUB19-09: Tuscany Phase 3 Preliminary Plat – (R-2 / 46 SF Lots / 15.93 Acres) -

Chairman Jeff Seyfarth introduced the item to the Commission. Phil Swope, of Swope Engineering, representing the Applicant, addressed the Commission, stating that this request is for a Preliminary Plat on Phase 3. He said they came to the PC in the last meeting, asking for a Variance in Lot Width for Phase 4, which was not approved. He said there is no Variance in Lot Width being requested in Phase 3. He said they have been working with Staff and there are just a few outstanding comments.

City Planner Dianne Morrison Lloyd addressed the Commission, stating that this is for Phase 3 only, and they are holding off on Phase 4. She said Phase 3 is 46 Lots/ 15.93 Acres. She said they do have Utility Service and are connecting to Public Sewer from a Lift Station servicing Tuscany, Lexington and Bequette Farms. She said Centerton Utilities said they wanted to make sure of the capacity of the Lift Station. She said there is no Flood Plain in the area. She said the ROW has been dedicated for both Town Vu Road and Main Street. She said there are no Wetlands on the property. She said there is no Common Open Space proposed for this Phase. She said the Frontages on all the Lots are 80’or larger, with the exception of the small Sign Lot, down in the corner. She said the Detention Pond was completed with Phase 1. She said there are still some Outstanding Comments, with minor details, and we are asking for updated Plans, showing this as Phase 3 only. Joey Ingle – Asked if the Detention Pond Upgrade that was discussed in our last BZA Meeting is still going to happen. He also asked for some clarification on sidewalk construction. Phil Swope – Said the Upgrade of the Detention Pond is planned with Phase 3. He said they are planning on construction of sidewalk on Town Vu adjacent to Phase 3 only, at this time. Greg Harris – Asked if the layout is the same layout as was being proposed in 2014. Dianne Morrison Lloyd said it was. Robin Reed – Asked about the Detention Pond again. She also wanted clarification about the flooding to the farm on the east. Phil Swope said the improvements should lower the outflow to the east. She asked for someone to follow up with the resident to the east, to make sure it happens. Phil Swope said they could do that with the Final Approval.

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Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff. There were none.

Joey Ingle made a motion to Approve, SUB19-09: Tuscany Phase 3 Preliminary Plat – (R-2 / 46 SF Lots / 15.93 Acres), with the Outstanding Staff Comments, with a 2nd from Jerry Harris. All Commission Members voted in favor and the motion carried.

E. SUB18-10: Southwinds Phase 1 Final Plat – Womack Road & Kimmel Road (R-3 / 113 SF Lots / 40.62 Acres) -

Chairman Jeff Seyfarth introduced the item to the Commission. Phil Swope, of Swope Engineering, representing the Applicant, addressed the Commission, stating that this was Preliminary Plat approved in 2018. He said it is located on the northeast corner of Womack Road and Kimmel Road. He said there are 113 SF Lots, and a large Detention Pond on the north and east sides. He said they have been working hard the last few weeks, to wrap up any outstanding construction items. He said the only item left is a little sidewalk construction along Womack Road, which should be completed tomorrow. He said he submitted a response to the remaining comments yesterday. Chairman Jeff Seyfarth asked City Engineer John Wary if he has had a chance to review the Drainage Report and approve it. Wary said he received the Record Drawings and Drainage Report around May 20th. He said he reviewed them and had several comments but has not seen a re-submittal from the applicant. He said one of the bigger concerns was a lack of reference from the Point Tables to the Systems, for a lot of the drainage, not allowing him to review it. He said the Drainage Report was incomplete. He said the 100-Year Water Surface for the pond showed to be higher than the embankment in at least one (1) place. He said there was a lot of cleanup that needed to be done with the Plan. He asked Swope about the Yard Inlets along Womack Road sticking up above the ground at the time of the first Final Inspection. Wary said he understands that they have been lowered, and asked Swope if he has been out to the site to see if the grading around those Inlets has been done to direct the water to them. Swope said he believes they have been graded properly. Wary said the pictures he has seen, show the Inlets at-grade, with no depression of any kind, to collect water. Swope said when the lots are filled properly in the back yards, it will create that depression. Wary expressed concern with the home builder not providing the proper grading that the Infrastructure Engineer has designed. Seyfarth asked Swope about the status of the Drainage re-submittal. Swope said it is almost complete and ready to send back in. He said they wanted to make sure the construction comments were completed before they sent it back in. Swope

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asked for the possible consideration of them not taking this to the City Council for Approval, until there was enough of the Drainage Report for Morrison Shipley to be comfortable. John Wary said he believed there was a Revised Final Plat submitted yesterday, and he thinks their Surveyor reviewed it today and got comments back to Staff late this afternoon. Swope said the comments were very minor, mainly just some clean-up items. Nicole Gibbs said the next PC Meeting is 7/07/2020, with the City Council Meeting scheduled for 7/14/2020. She said there has been discussion about a request for a Special City Council Meeting, depending on Council availability and tonight’s PC decision.

Senior Planner Nicole Gibbs addressed the Commission, stating that this request is for Phase 1 of the Southwinds Subdivision, at the NE corner of Womack Road and Kimmel Road. She said they are proposing 113 SF Lots, with 3 non-buildable Lots (2 of which are large Retention Lots). She said Lot “C” is being dedicated to the City. She said 30’ ROW was dedicated on Kimmel Road with a Tract Split completed before Preliminary Plat approval, back in 2018. She said 40’ ROW was dedicated on Womack Road previous to that. She said both roads are currently Collector Roads, with 60’ ROW, but the Draft Master Street Plan designates both roads as Major Collector Roads, with 80’ ROW. She said there were Adjacent Street Improvements approved with the Preliminary Approval, and those have been done, with the exception of some improvements along Womack Road. She said we have received Covenants and they are being reviewed. She said we have received the Address Plat. She said the Bond Amounts for the warranty Bonds for Public Infrastructure have been approved and we have a Draft Bond that is being reviewed by Staff. She said there could be considerations for Performance Bonds for items including Womack Road and potentially any Punch-List Items. She said there is a list of remaining items in the PC Packet. She said there are still comments on the Final Plat. She said they are mainly clean-up items, but there just happens to be a number of them. She said we still need the re-submittal of the Record Documents to review. She said the first submittal was incomplete. She said Staff received a list of updated Site Work from the Engineer and Developer, but it has not been verified by all departments. She asked that if PC does choose to grant approval, that it be contingent upon all these outstanding items being addressed prior to going to City Council. She said there was a pretty hefty preliminary walk-through by all departments, and then the first formal walk-through on June 5th, but there has not been one done since June 5th. Rick Hudson said they got through the site today, and there are still some outstanding items, which he detailed. He said they could be completed prior to the City Council Meeting.

Chairman Seyfarth asked if there were any questions or comments from the Commission or City Staff. Joey Ingle said we still have a lot of outstanding items, and if we had drainage comments a month ago, and we still don’t have a re-submittal, you would think

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they would get that done, with time for John Wary to review, before they requested a Final Plat approval. Jeff Seyfarth agreed, stating that the drainage is a concern. He said PC will have an opportunity to see this again before the next scheduled City Council Meeting. He said they could request a Special PC and a Special Council Meeting, should they wish to push this through. There was discussion about either Tabling or Denying the request. City Attorney Brian Rabal said it could be Tabled.

Joey Ingle made a motion to Table SUB18-10: Southwinds Phase 1 Final Plat – Womack Road & Kimmel Road (R-3 / 113 SF Lots / 40.62 Acres), with a 2nd from Craig Langford. All Commission Members voted in favor and the motion carried.

(6) OTHER BUSINESS-

A. Terra Rose Concept – Commercial/Townhome PUD (Main Street) Discussion -

Chairman Jeff Seyfarth introduced the item to the Commission. Josh Isabell and Matt Isabell were both present to make a Concept Presentation to the Planning Commission. Points of Note:

• 20 Acres • 4 Quadrants • Quadrant #1 - Commercial (Seba Road and Main Street) • Quadrant #2 - Commercial / Detention / 10-12,000sf Casa Castillo (Seba

Road) • Quadrant #3 - Mini-Storage- requiring Rezone from C-3 to C-2 (Behind

Quadrant #2) • Quadrant #4 - Townhome / Duplex – requiring Rezone from C-3 to RTH-

MF12 (along Main Street) • Proposing the use of upgraded materials (Mini-Storage) • Proposing to keep the building height low (Mini-Storage) • Proposing the use of Residential Design (Mini-Storage) • Designed for low Noise Pollution (Mini-Storage) • Designed for low Light Pollution (Mini- Storage) • Hope to start Construction in September 2020 • Connector from Chattie Drive to Main Street

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• Proposal for Green Space (possibly a Walking Area or a Dog Park) between Mini-Storage and Townhomes.

• Proposing Green Space for walking and a Berm along the back of the homes along Chattie Drive.

Chairman Jeff Seyfarth thanked the Isabell’s for bringing the Concept before the PC. He recognized their vision since bringing Casa Castillo to Centerton. He questioned their proposal for fencing along Main Street, citing walkability. He suggested thinking about going higher, rather than longer, with housing on top, and retail below, providing some services and shopability to that area. Matt Isabell said tonight’s purpose is to gather information. He said they are a little concerned with Office Space and Retail Space, with the current economic environment. He said the Townhome and Duplex Markets are viable. Josh Isabell said he would prefer Townhomes and going higher but was conscious of the residents of the Tuscany Subdivision to the east. City Clerk Todd Wright said there is Privacy Fencing along Main Street, south of this area, as well as the rock wall around Tuscany. He suggested possibly breaking up the fence a bit, to make it more appealing. He said he realized that part of the function of the fence was to keep some of that development back behind there. He expressed some concern with traffic from the Townhomes, as it is located closer to the curve on Main Street. He mentioned that there may likely be some resistance to the connection from Chattie Drive to Main Street but was appreciative of the recognition to place a walking area and berm, as a buffer to those homes on Chattie Drive. City Planner Donna Wonsower expressed Staff’s concern with a straight Rezone from C-3 to C-2 and still having to require a Conditional Use for the Storage Units. She said the PUD would be a better option, allowing PC and Staff to have a finer level of control. She asked if the Storage Units and Residential Use next to Main Street was appropriate and what can we do to make it compatible. Joey Ingle commended the Isabell’s on their front-end work. He said this is a high-profile corner for the City and he felt this is what we need on this corner. He asked how paramount the storage units were to the development, stating that he thought it would be their biggest hurdle. He said he believes the PUD is our only avenue to make the storage units work, as we can handle the landscaping and other things internally. He asked what they planned to begin construction on in September. Josh Isabell said they hoped to begin construction on the Daycare and the Storage Units or Daycare and some of the Townhomes/Duplexes in September, to help cash-flow the property, until they can get some additional tenants. Joey Ingle said he was not sure how we would set up the PUD, suggesting possibly having separate LSD’s, since they don’t know who their commercial tenants are going to

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be; or possibly designing it all. He agreed with Seyfarth about the walkability of Main Street, having Commercial store-front use on the bottom and residential on top. He asked Nicole Gibbs about any Height Requirements in C-3. Ingle recommended looking at flipping the Storage Units to Main Street and having a nice facade, similar to some others in the area. He recommended that whatever they bring back is done right, in regard to facade, screening etc. Josh Isabell recommended the 2-story approach on Seba Road, rather than Main Street, again mentioning the residents in the Tuscany Subdivision. Jeff Seyfarth said what the Isabell’s are proposing is less intrusive than other options for this property. He said the entire intersection is changing with the installation of the traffic signal. He said there are multiple subdivisions that will have connectivity once the sidewalk is completed on Town Vu. He asked Isabell to be conscious of the drainage on the property, in regard to the berm along Chattie Drive. Matt Isabell asked that we look at the mini-storage, if done right, as a service to the community. He said they will take out the wood fence and will look at 2-story vs. single-story on the Townhome/Duplexes. He said they have to re-think a lot of the commercial side of things. He said he will bring something back to the Planning Commission.

B. Wendy’s –

Planning Director Lorene Burns stated that Wendy’s is requesting a C of O. She said that Development Site was approved as one (1) project. She said the City asked if Wendy’s was going to be a separate project but was told the entire project would be done at the same time. She said Streets and W&S have all the connections, but the entrance onto Allen Road still needs to be completed. She said in order to get approval, they would receive a C of O, then at the end of the project, they would need to do the final completion of the Record Documents. She said there was a suggestion that the City Attorney work up an agreement with a list of requirements with the Developer. The Commission agreed with that suggestion. There was discussion about how much longer the site will take to be completed. Consensus was that the site was nearing completion. Jeff Seyfarth asked that some temporary signage or something be put up to protect the unfinished portion of the site. Burns said Rick Hudson had recommended some temporary fencing to protect people from open inlets and such.

(7) ANNOUNCEMENTS-

• 7/07/2020 - Planning Commission Meeting @ 6:00 PM (Virtual) • 7/07/2020 – Staff to present Final Comprehensive Plan to PC + Public

Hearing @ 6:00 PM (Target Date)

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• 7/14/2020 – Staff to present Final Comprehensive Plan to Council for Adoption @ 6:00 PM (Target Date)

• ARDOT Public Transit Virtual Meetings 6/21 - 7/13

(8) ADJOURN-

Joey Ingle made a motion to adjourn the meeting at 9:11 p.m., with a 2nd from Tiffany Morris. All Commission members voted in favor and the motion carried. _____________________________ Jeff Seyfarth – Chairman Centerton Planning Commission Minutes prepared by: Todd Wright

COMPREHENSIVE PLANC i t y o f C e n t e r t o n A r k a n s a s – J u n e 29 , 2 0 2 0

PUBLIC DRAFTFOR REVIEW ONLY

PC MEETING DATE: 8/4/20 Project #: REZ20-13 Date: 6-15-20

TO: CENTERTON PLANNING COMMISSION FROM: CENTERTON PLANNING STAFF PLANNER: DONNA WONSOWER

PROJECT INFORMATION

PROJECT NAME: COBARE PLUMBING APPLICANT/OWNER: COBARE PLUMBING / MARCUS AND SHELBY REID REPRESENTATIVE: TERESA BRADFORD PROPERTY ADDRESS 1.524 ACRES AR THE SE CORNERS OF DAISY RD AND BUCKHORN FLATS RD LOCATION: ZONING: A-1 TO I-1 ACREAGE: 1.5 S-T-R 10-19-31 PID# 06-00631-652

OVERVIEW:

STAFF FINDINGS:

SUBJECT PROPERTY

BUCKHORN FLATS RD

N R

AIN

BOW

FAR

MS

RD

S M

AIN

ST

ROBBINAIRE HEIGHTS

BENTONVILLE

CENTERTON

BENTONVILLE CENTERTON

BENTON COUNTY SOLID WASTE

DEV20-03 WOODS

PC MEETING DATE: 8/4/20 Project #: REZ20-13 Date: 6-15-20

1. This Parcel (1.5 acres, ID# 06-00631-625) is located at the SE corner of Daisy Rd and Buckhorn Flats Rd.

2. A rezone is being requested from A-1 to I-1 to light industrial. STAFF COMMENTS:

1. Light Industrial (I-1): Industrial uses include manufacturing, processing, or salvage activities that may have traffic or environmental impacts (such as noise, odor, and vibration) on surrounding properties. I-1 prohibits residential uses, has a maximum height restriction of 35’ and setbacks of 25’ from all property lines. Repair services are a permitted use under all commercial and industrial zoning districts.

A. PERMITTED USES – See Section 4.14 Schedule of uses. B. USES ON APPEAL TO THE PLANNING COMMISSION – See Section 4.14 Schedule of uses. C. RESIDENTIAL USE PROHIBITED

i. No structure may be constructed or altered for residential use. D. SETBACK REQUIREMENTS I-1

i. All structures shall be built a minimum of twenty-five (25) feet from the planning right-of-way as shown on the Master Street Plan and twenty-five (25) feet from the side and rear property lines.

E. HEIGHT REQUIREMENTS I-1 1. Maximum height of a structure shall not exceed thirty-five (35) feet. 2. The Board of Adjustment may waive the height requirements when it is

demonstrated that the equipment and the structure to house the operation requires greater height.

F. OTHER REQUIREMENTS I-1 1. The maximum lot size for I-1 is five (5) acres. 2. All activities must be carried on within buildings, with no outside storage of raw

materials. 3. Shall employ a maximum of thirty (30) people. 4. Shall have a maximum of one hundred (100) vehicle trips per peak hours. 5. Shall have no discernable odor or vibration beyond the building walls. 6. Shall have no discernable noise beyond the lot lines. 7. A continuous visual buffer, such as landscaping, berms, fencing, walls, etc. shall be

located no less than ten (10) feet from the lot lines. 8. No toxic gases or chemicals shall be used or produced. 9. Any business or industry that cannot meet the above stated requirements must

appeal to the Planning Commission for a condition Use Permit. G. OFF-STREET PARKING – Refer to Chapter 4, Section 04.05 (E). H. OFF-STREET LOADING AND UNLOADING FACILITIES

i. Each structure or use shall provide off-street loading and unloading facilities which will not block a street, alley, or public way. (Ord. No. 97-8, Sec. 4.11)

PC MEETING DATE: 8/4/20 Project #: REZ20-13 Date: 6-15-20

A conditional use permit will be required if any of the conditions under I-1 are not met (ex: outside storage of materials).

2. Surrounding Zoning + Existing Uses: The existing property is largely unfinished, with a small concrete root cellar as the only structure on site. Surrounding properties are zoned A1. Some properties appear to have agricultural uses, and many are open fields. Benton County Solid Waste Management District with I-2 zoning is located 0.12 miles to the south with an I-1 parcel directly east of that (DEV20-03 Woods Commercial), also being heard today.

Based on the proximity to existing industrial uses, staff finds the rezoning to light industrial may be compatible with existing uses and surrounding zoning.

3. Adopted Land Use Plan: The adopted land use plan designated the parcels as mixed use, with all surrounding parcels also falling under this designation. Mixed use areas are defined as “areas where residential, commercial, office, and green space uses are grouped together to encourage pedestrian/bicycle traffic.” The proposed land use plan designates this parcel as medium/high density residential. This land use consists of detached and attached single family residential homes with a density of 7-11 units per acre. On the proposed plan, this property is directly adjacent to an area designated for business park which includes light industrial uses.

Staff finds the rezoning to industrial may be consistent with the adopted land use plan which designates the area mixed use. Development plans have not been submitted at this time.

4. Transportation: Buckhorn Flats Rd is currently designated an arterial road with a ROW of 80’. Daisy Rd is currently a local road with a ROW of 50’. On the proposed MSP, Buckhorn Flats is a major collector with a ROW of 80’. Daisy Road is a minor collector with a ROW of 80’.

5. Utilities: Public water lines are available; however public sewer is not adjacent to this project.

Staff Comments No Comments Comments - Yes

John Wary – City Engineer ☒ ☐ Received 6/11/20

Rick Hudson – Street & Drainage ☒ ☐ Received 6/12/20

Paul Higginbotham – Fire Dept ☒ ☐ Received 6/11/20

Frank H. – Water & Sewer, CU ☒ ☐ Received 6/18/20

Robert Coffelt– Bldg. Inspect ☒ ☐ Received 6/16/20

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BROOKSIDE RD

N R

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BOW

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BUCKHORN FLATS RD

January 06, 2020

Disclaimer: The data represented in this map is a graphical representation. This map has been developed from the best available sources. No guarantee of accuracy is granted, nor is any responsibility for reliance thereon assumed. In no event shall the City or any other entity be liable for direct, indirect, incidental, consequential or special damages of any kind, including, but not limited to, loss of anticipated profits or benefits arising out of use of or reliance on the data. The City or any other entity is in no way responsible for or liable for misrepresentation or re-use of this map. Distribution of this map is intended for information purposes and should not be considered authoritative for engineering, legal and other site-specific uses.

DAI

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BUCKHORN FLATS RD

Land Use Map

0 1,250625Feet

Zoning Map

REZ20-13 COBARE PLUMBINGAgricultural (A-1) to Light Industrial (I-1)

Parcel 06-00631-652 (1.52 Acres)SE corner of Daisy Rd & Buckhorn Flats, Centerton, AR

°1 in = 708 ft

R-E

C-1

C-2

C-3 R-1

R-2

R-3

RTH-C

RTH-D

RTH-MF

I-1

I-2

A-1

Landuse

DOWNTOWN

PUBLIC

INDUSTRIAL

AGRICULTURE

HIGH DENSITY RESIDENTIAL

LOW DENSITY RESIDENTIAL

MEDIUM DENSITY RESIDENTIALMIXED USE

LIGHT COMMERCIAL

COMMERCIAL

Legend

City Limits

Building Footprints

Streets

Parcels

Proposed Rezone

Zoning

BENTONVILLE

A-1

R-3 SF

MIXED USE

A-1

A-1

BENTONVILLE

COMMERCIAL

MIXED USE

I-2I-1

PC MEETING DATE: 7/7/20 Project #: CU20-04 Date: 6/8/20

TO: CENTERTON PLANNING COMMISSION FROM: CENTERTON PLANNING STAFF PLANNER: DONNA WONSOWER PROJECT INFORMATION

PROJECT NAME: BECKENDALE PLAZA APPLICANT/OWNER: RICK KEMP PROPERTY ADDRESS 401-439 W CENTERTON BLVD Parcel Number: 06-00896-000 Lot Size: 2.59

Current Zoning: C2: Highway Commercial S-T-R: 04-19-31

Current Use: NE corner of parking lot

Proposed Use: Food Vendor Trucks

Temporary? ☒ Yes ☐ No State length of time: 3 Years OVERVIEW:

SUBJECT PROPERTY

Main

St

W Centerton Blvd

Hick

ory

Park

s Ad

ditio

n

Hickory Parks Addition

Sout

hlan

ds

Addi

tion

Rozar’s 1st Addition

Original Centerton

PC MEETING DATE: 7/7/20 Project #: CU20-04 Date: 6/8/20

Following is outline of General Conditions of Operation and parameters for each Vendor/Tenant:

1. Proposed use and reason for the proposed use: Applicant proposes to Rent the single designated space to a variety of vendors sequentially over time. They are requesting a Conditional Use Permit in the name of the Property Owner in order that they may allow a single vendor to prepare and sell freshly cooked meals and/or menu items for sale to the public.

2. Planned outdoor structural changes: None; allow placement of a fully self-contained trailer in the designated location in NE corner of Parking Lot adjacent to W. Centerton Blvd at Stein Street. Because vendors may change over time, exact dimensions are unknown as it may vary from tenant to tenant, however the size will NOT exceed the maximum dimensions of the designated parking stall (e.g. 9-ft wide x 19-ft long).

3. Electricity: A Permanent SWEPCO meter for temporary power has been installed adjacent to the intended food trailer location; and will require ‘temporary’ power cable connecting to trailer.

4. Water: Applicant states they have approval from Benton County Public Health Dept on use of special hose or piping connection when use needed to replenish self-contained water tank from potable supply. Water meter is accessible on-site for this potable water service.

5. Wastewater: Applicant states approval conditioned upon vendor’s trailer having self-contained holding tank; Tenant will be required to dump waste at legal disposal/dump location or hire a mobile professional to pump waste storage tank when & as needed.

6. Hours of operation: Open window – Typically 8:00 AM – 8:00 PM Sunday through Saturday however days & hours of operation may vary from tenant to tenant

7. Personnel: Typically, Tenants will be Family owned business; with 1-3 family persons on-site during operating times.

8. Public Access: Food sales will be open to the public; Trash removal services as required. Deliveries.

9. Parking: Employee and customer parking is available in Plaza Parking Lot immediately adjacent to proposed trailer location.

10. Signage: To be determined; Tenants to make application for City issued Sign Permit, as required. STAFF FINDINGS:

1. This location has been used in prior years for a variety of temporary food vendor trailers; Conditional Use Permits have been issued to each Vendor. This Application is by Property Owner who will rent the single mobile food vendor space to sequential vendors over time.

2. If Approval granted by Planning Commission, recommend following Conditions of Approval:

• Applicant shall be responsible for ensuring that each food vendor trailer Tenant conforms with above stated General Conditions of Operation.

• Applicant responsible to immediately notify City in writing the termination date of one Tenant and effective start date of next Tenant, including complete contact information, to each of following entities:

i. Centerton Planning Department for documentation of Tenant changes and vendor types to ensure compliance with this Conditional Use Permit.

PC MEETING DATE: 7/7/20 Project #: CU20-04 Date: 6/8/20

ii. Centerton Fire Department in order for routine fire inspections to be performed;

iii. Benton County Health Department in order for periodic public health inspections to be performed;

iv. Failure to so notify City as required will immediately terminate this Use Permit.

• In event City adopts an Ordinance regulating Mobile Food Vendors, it shall become applicable to and an amendment of this Use Permit.

• Applicant shall inform each new Tenant in writing of these requirements and to obtain a required Centerton Business License, and to obtain any necessary Centerton Sign Permit.

• That this Conditional Use Permit expire on 7/7/2023 (3-years)

Staff Comments No Comments Comments - Yes

John Wary – City Engineer ☒ ☐ Received 6/11/20

Rick Hudson – Street & Drainage ☒ ☐ Received 6/10/20

Paul Higginbotham – Fire Dept ☒ ☐ Received 6/11/20

Frank H. – Water & Sewer, CU ☒ ☐ Received 6/16/20

Robert Coffelt– Bldg. Inspect ☒ ☐ Received 6/18/20

N

Proposed Location Food Vendor Trailer

PC MEETING DATE: 07/07/20 COUNCIL MTG DATE: 07/14/20

TO: CENTERTON PLANNING COMMISSION PROJECT #: SUB18-10 PH1 FROM: CENTERTON PLANNING STAFF DATE: 06/30/20 DRAFT PLANNER: N. GIBBS PROJECT INFORMATION

PROJECT NAME: SOUTHWINDS PH1 Final Plat - LOTS 1-113 (113 SF LOTS) APPLICANT/OWNER: Riverwood Homes, LLC / Mark Marquess ENGINEER/SURVEYOR: Swope Engineering / Phil Swope PROPERTY ADDRESS / NE/C Kimmel Rd & Womack Rd ZONING: R-3 Acreage: 40.62 S-T-R 03-19-31 PID# 06-00001-001,

06-00001-020 (part) OVERVIEW:

1. Developer seeks to Final Plat the completed Southwinds Phase 1 Subdivision. 113 buildable SF Lots; 3 non-buildable lots, including 2 retention pond lots (Lots A & B) and a City Lot (Lot C). The property is zoned R-3.

2. ROW Requirements: 40-ft ROW along Womack Rd (Bk 2017, Pg 46553 7/28/2017) and 30’ ROW along Kimmel Rd (L201838165 7/24/2018) previously dedicated. The current MSP designates Womack Rd and Kimmel Rd as Collectors (60’ ROW-30’ half). Draft MSP designates both streets as Major Collectors (80’ ROW-40’ Half).

3. Adjacent Road Improvements: Half street improvements to a 32’ street width on both Kimmel and Womack roads agreed with preliminary approval, including notch and widening from the existing pavement to 16’ BOC from C/L, C/G, 2 ft greenspace and 6 ft sidepath along both streets.

4. Common Open Space: Common Lot C, proposed as a dog park and is being dedicated to the City via separate instrument. Retention Lots A and B to be owned and maintained by Developer/POA.

5. Covenants: Covenants for subdivision received; being reviewed by staff and attorney. 6. Address Plat: Final version received 06/15/20; distributed for final ok. 7. Bonds - amounts approved by staff; originals received 06/30/20:

• Warranty Bonds - Streets & Drainage (100% for 2 years): $1,184,718.55 • Warranty Bonds - Water & Sewer (50% for 1 year): $764,405.28 (50%: $382,202.64)

Kimmel Rd

Centerton Blvd/Hwy 102

Wom

ack

Rd

Daisy

Rd

Kimmel Rd

Centerton Blvd/Hwy 102

Wom

ack

Rd

Daisy

Rd

PC MEETING DATE: 07/07/20 COUNCIL MTG DATE: 07/14/20

STAFF FINDINGS:

1. Final Plat: submittal FP#4 received 06/25/20, being reviewed by staff (see attached engineer response to comments).

2. Record Documents: staff review comments on submittal AB#2 sent 06/30/20; waiting on resubmittal (see attached remaining comments).

3. Final Site Inspection: site inspection FI#2 completed 6/30/20 (see attached response to punch list).

4. Warranty Bonds – amounts approved by staff; original bonds received 06/30/20. RECOMMENDATION: 5. Staff finds the plat to be in general conformity with Centerton Code, contingent on addressing

outstanding staff review comments, and completing outstanding items. Outstanding items include: • Final Plat: resolve outstanding staff comments (minor comments remain) • Record Documents: resolve outstanding staff comments (minor comments remain) • Site Work: resolve all punch list items (few items remain) • Final Approval from all Staff/Departments

6. PC Approval and Recommendation for Council Acceptance is required for Southwinds Phase 1 Final Plat, and Warranty and Performance Bond amounts, as applicable. Staff requests that should approval be granted, it be contingent on resolving remaining staff comments and all outstanding items prior to recording final plat.

• Special Council meeting requested—not to be scheduled until Planning Commission recommendation received.

Staff Comments No Comments Comments - Yes

Nicole Gibbs – Planning ☐ ☒ 06/10/20 (see attached) John Wary – City Engineer ☐ ☒ 06/12/20 (see attached)

Rick Hudson –Public Works ☒ ☐ 05/19/20 No comments Paul Higginbotham – Fire Dept ☒ ☐ 05/15/20 No comments Frank H. – Water & Sewer, CU ☒ ☐ 05/22/20 No comments

Robert Coffelt– Bldg. Inspect ☐ ☒ 06/04/20 Just want to make sure that the drainage issues that were addressed in email by existing home owner and property on Womack surrounded by this subdivision have been taken care of and addressed with property owner and new subdivision engineer, developer and owner.

Project

Buckhorn Flats Rd

Dai

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d

Kimmel Rd

Wom

ack

Rd

This property lies in Zone 'X' (Flood Hazard Areas Inundated by 100-year Flood) asdetermined from the F.I.R.M. maps of Benton County, Arkansas, and IncorporatedAreas, Map Number 05007C0235K, effective June 5, 2012.

FLOOD INFORMATION

CERTIFICATE OF SURVEYING ACCURACY

I, TERRY L. GING, HEREBY CERTIFY THAT THIS PLATCORRECTLY REPRESENTS A BOUNDARY SURVEY MADEUNDER MY SUPERVISION AND BOUNDARY MARKERS AND LOTCORNERS SHOWN HEREON ACTUALLY EXIST AND THEIRLOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWNAND ALL MINIMUM REQUIREMENTS OF THE ARKANSASMINIMUM STANDARDS FOR LAND SURVEYORS HAVE BEENMET.DATE OF EXECUTION: ____________

SIGNED: ___________________________ REGISTERED LAND SURVEYOR NO.1301 STATE OF ARKANSAS

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 1.0

18-211

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SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR(479) 316-7440

FINAL PLAT:

sOUTHWINDs sUbDIvIsION PHAse IA RePLAT OF TRACTs 1A AND 1b OF THe WILLOW CROssING

sPLIT CReATING 113 LOTs, ReTeNTION LOTs A AND b, CITy LOT C, AND ReMAINDeR LOT D

CeNTeRTON, ARKANsAs

Centerton Planning Commission Approval:Approved by the City of Centerton Planning Commission andrecommendedfor acceptance this _____ day of ______________, 2020.

Planning Commission Chairperson:_______________________

City Engineer: ______________________________

Street/Parks Department: _____________________________

Fire Department - Chief: _____________________________

Water & Sewer Department:____________________________

Centerton City Council Acceptance:This plat and any dedication(s) thereon is/arehereby accepted by the Cityof Centerton City Council this ____ day of_____________, 2020.

ORDINANCE No. 20___-____

Mayor – Bill Edwards

City Clerk – Todd Wright

Utility Information:GAS COMPANYBLACK HILLS ENERGY1301 FEDERAL WAYLOWELL, AR 72745-2129CONTACT: JOSH KNIGHT(479) 333-7005

TELEPHONE COMPANYCENTURY/TEL PHONE COMPANY2601 WAUKESHA ROADSILOAM SPRINGS, AR 72761(479) 524-9943(479) 524-9936 FAXMICHAEL.EDWARDS@CENTURYLINK.COM

ELECTRIC COMPANYCARROLL ELECTRICP.O. BOX 329BENTONVILLE, AR 72712CONTACT: DEREK THURMAN(479) 273-2421 EXT 2640DTHURMAN@CARROLLECC.COMCONTACT: RYAN BUTLER(479) 273-2421 EXT 1415RBUTLER@CARROLLECC.COM

ArDOTP.O.B. BOX 610HARRISON, AR 72602CONTACT:DOUG MEARSDOUG.MEARS@AHTD.GOV

CABLE COMPANYCOX COMMUNICATIONS4901 S. 48TH ST.SPRINGDALE, AR 72762(479) 717-3610CONTACT: KIP SMITH(479) 871-8806KIP.SMITH@COX.COM

AT&TCONTACT: SCOTT SEAMAN(479) 442-1967 OFFICESS7513@ATT.COM

WATER & SEWERCENTERTON WATER & SEWER DEPT.P.O. BOX 366CENTERTON, AR 72719CONTACT: FRANK HOLZKAMPER(479) 795-0222 OFFICE(479) 866-4630 CELLFRANK@CWSDONLINE.COM

ARKANSAS DEPARTMENT OF HEALTHDIVISION OF ENGINEERING, SLOT 374815 W MARKHAMLITTLE ROCK, AR 72205CONTACT: ADAM PARKER(501) 661-2623 OFFICEADAM.PARKER@ARKANSAS.GOV

Contact Information:DEVELOPER / PROPERTY OWNER:Parcel #: 06-00001-020RIVERWOOD HOMES, LLC3420 N PLAINVIEW AVEFAYETTEVILLE, AR 72703

CIVIL ENGINEER/SURVEYORPhil Swope, P.E.Terry Ging, P.S.Swope Engineering3511 SE J Street, Suite 9Bentonville, Arkansas 72712479.685.8399 office479.250.4285 fax

CITY OF CENTERTON PLANNINGPLANNING DIRECTORCONTACT: LORENE BURNS(479) 795-2750 OFFICELBURNS@CENTERTONAR.US

PLANNING COORDINATORCONTACT: NICOLE GIBBS(479) 795-2750 OFFICENGIBBS@CENTERTONAR.US

CITY OF CENTERTON STREET DEPT.290 NORTH MAIN STREETCENTERTON, AR 72719CONTACT: RICK HUDSONTEL: (479) 795-2750RHUDSON@CENTERTONAR.US

CITY ENGINEERMORRISON SHIPLEY ENGINEERS2407 S.E. COTTONWOOD ST, STE 1BENTONVILLE, AR 72712CONTACT: JOHN WARYTEL: (479) 273-2209

FIRE DEPARTMENTP.O. BOX 208CENTERTON, AR 72719CONTACT: PAUL HIGGINBOTHAM,FIRE MARSHAL, AND MATT THOMPSON,FIRE CHIEFTEL: (479) 795-2550CELL: (479) 790-0503PHIGGINBOTHAM@CENTERTONFIRE.COMMTHOMPSON@CENTERTONFIRE.COM

CITY OF CENTERTON MAYOR290 MAIN STREETCENTERTON, AR 72719CONTACT: BILL EDWARDS(479) 795-2750 EXT. 26 - OFFICE(479) 721-9089 CELLBEDWARDS@CENTERTONAR.US

CITY OF CENTERTON UTILITIESCENTERTON WATER & SEWER DEPT.P.O. BOX 366CENTERTON, AR 72719CONTACT: FRANK HOLZKAMPER(479) 795-0222 OFFICE(479) 866-4630 CELLFRANK@CWSDONLINE.COM

BASIS OF BEARING:ARKANSAS STATE PLANE,COORDINATE SYSTEM,(NAD-83) NORTH ZONE.

Front/Exterior side 25'

Side 7'

Rear 20'/22'

Zone R-3 Building Setbacks

Sheet List TableSheet Number Sheet Title

FP 1.0 Cover SheetFP 2.0 Curve TablesFP 2.1 Legal DescriptionsFP 3.0 Overall Final PlatFP 4.0 Final Plat Sheet 1FP 5.0 Final Plat Sheet 2FP 6.0 Final Plat Sheet 3FP 7.0 Final Plat Sheet 4FP 8.0 Final Plat Sheet 5

· Unless Otherwise Noted On The Plat, All Houses Minimum Finished FloorElevation Shall Be A Minimum Of Twelve (12) Inches Above The HighestCurb Elevation In Front Of The Home/Building.

· Lot Developer/Builder shall be responsible for replacement in kind of anyexisting sidewalk or ADA Ramps damaged during construction.

· The Developer/Contractor will be responsible for all ADA Rampconstruction and all common property sidewalk construction.

· Lot Developer/Builder shall be responsible for construction of sidewalksprior to Certificate of Occupancy, per City of Centerton Specifications andthe American Disablitity Act, (5' green space BOC and 5' sidewalk on allstreet frontages).

· Interior Streets on 50-ft Dedicated R/W, 30-ft BOC, 3-inch HMA over 6-inchClass 7 base and 24-inch concrete Curb/Gutter.

· Corner lots shall be addressed and residences shall face front of lot not streetside.

· USACE, David Rupe, have done a jurisdictional determination andconcluded no wetland features exist on-site. (Refer to File SWL-2018-00232dated November 2, 2018)

· Phase 1 consists of 115 Total Lots; 113 Buildable lots; and 3 Non-BuildableLots A & B (Retention Pond Lots), City Lot C and Remainder Lot D.

· Lot(s) A & B (Retention Pond Lots) will be owned and maintained byDeveloper or Property Owners Association in accordance with Covenants.

· Building setbacks adjacent to drainage easements shall be separated 2-feet.· Lot 42 will require a side loading garage with entrance and addressing off

Holly Street.· Frontage requirement of 60 feet is being met at front building setback lines

on lots 5, 6, 12, 13, 14, 15, 16, 43, 44, 45, 52, 53, 79, 80, 81, 82, 83, 84, 87, and 88.· Curb shall be replaced at former handicap ramp locations during home

construction for lots 21 and 91.· A 10.00 foot utility and drainage easement runs along Womack Road

right of way.· Vehicular Access for Lots 1, 46-53, and 61 shall not be permitted from

Womack Road and Vehicular Access for Lots 15-19 shall not be permittedfrom Kimmel Road.

NOTES

Owner's Certification andDedicationI/We, the undersigned, owner(s) of the real estate shown and describedherein, do hereby certify that I/we am/are the sole owner(s) of the hereonplatted property and have caused said property to be surveyed and plattedand do hereby dedicated all rights-of-way and utility, drainage (excludingRetention ponds), and conservation easements as shown hereon to thepublic for the installation, operation, maintenance, and replacement ofstreets, public and franchise utilities and drainage systems. Easementsdesignated as Utility Easements or UE are for public and franchise utilitiesaccording to the Centerton Utility Placement Guide. The respective utilitycompanies shall have access through and along the UE and designatedeasements for their personnel and equipment at all times. The authority tocut down and keep trimmed trees, hedges, and shrubs that may interferewith or endanger such utilities is hereby ranted by the property owner(s),their successors and assigns. In the event that fencing of individual lots isdesired by future owners, gates shall be provided that permit free ingressand egress to, and upon the dedicated Utilities Easements. No otherstatements on this plat or hereinafter recorded shall grant any franchiseutility special, exclusive or additional privileges within public easements.

__________ ______________ ________________________Riverwood Homes LLC Date

State of ArkansasCounty of BentonSubscribed and sworn before me this ______day of_____________,2020.

Notary Public___________________________________________________________

My commission expires___________________________________________________

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/24/2020

REVISIONS:

Curve TableCurve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

Length

27.73

28.82

25.32

30.02

14.89

52.59

34.17

49.06

3.92

68.52

41.93

68.52

68.52

45.14

52.59

42.02

68.52

7.04

68.52

49.06

Radius

18.00

18.00

175.00

290.00

290.00

175.00

290.00

290.00

290.00

405.00

405.00

405.00

405.00

290.00

175.00

290.00

405.00

290.00

405.00

290.00

Chord Bearing

N46° 28' 25"E

N43° 31' 35"W

N85° 15' 04"W

S86° 25' 51"E

S81° 59' 39"E

N72° 29' 45"W

S77° 08' 51"E

S68° 55' 32"E

S63° 41' 30"E

S78° 37' 07"E

S86° 25' 51"E

S68° 55' 32"E

S59° 13' 58"E

N58° 50' 42"W

N55° 16' 36"W

S50° 14' 08"E

S49° 32' 23"E

N45° 23' 21"W

S39° 50' 48"E

N39° 50' 48"W

Chord Length

25.07

25.84

25.30

30.01

14.89

52.40

34.15

49.00

3.92

68.43

41.91

68.43

68.43

45.09

52.40

41.98

68.43

7.04

68.43

49.00

Curve TableCurve #

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

Length

52.59

31.05

68.52

18.01

68.52

49.06

52.59

20.08

29.17

28.98

18.99

22.92

68.52

57.38

58.00

64.74

57.69

26.78

14.47

28.27

Radius

175.00

290.00

405.00

290.00

405.00

290.00

175.00

290.00

175.00

290.00

290.00

405.00

405.00

1525.00

1475.00

1475.00

1525.00

1525.00

1475.00

18.00

Chord Bearing

N38° 03' 27"W

S31° 55' 59"E

S30° 09' 14"E

N27° 05' 12"W

S20° 27' 39"E

N20° 27' 39"W

N20° 50' 18"W

S13° 37' 50"E

N07° 27' 14"W

S08° 47' 03"E

S04° 02' 43"E

S04° 18' 01"E

S10° 46' 05"E

N01° 36' 04"W

S01° 33' 09"E

S00° 49' 52"W

N00° 33' 39"E

N02° 08' 51"E

S02° 22' 11"W

S47° 39' 03"W

Chord Length

52.40

31.04

68.43

18.01

68.43

49.00

52.40

20.08

29.13

28.97

18.99

22.92

68.43

57.38

57.99

64.73

57.69

26.78

14.47

25.46

Curve TableCurve #

C41

C42

C43

C44

C45

C46

C47

C48

C49

C50

C51

C52

C53

C54

C55

C56

C57

C58

C59

C60

Length

28.27

28.27

1.60

69.41

70.85

99.43

65.17

86.24

68.84

86.24

68.84

86.24

68.84

86.24

68.84

86.24

68.84

86.24

68.84

86.24

Radius

18.00

18.00

1525.00

1525.00

1525.00

570.00

455.00

570.00

455.00

570.00

455.00

570.00

455.00

570.00

455.00

570.00

455.00

570.00

455.00

570.00

Chord Bearing

N42° 20' 57"W

N42° 20' 56"W

N02° 37' 15"E

N01° 17' 13"E

N01° 20' 53"W

S07° 40' 36"E

N06° 46' 56"W

S17° 00' 31"E

N15° 13' 12"W

S25° 40' 39"E

N23° 53' 20"W

S34° 20' 47"E

N32° 33' 28"W

S43° 00' 55"E

N41° 13' 37"W

S51° 41' 04"E

N49° 53' 45"W

S60° 21' 12"E

N58° 33' 53"W

S69° 01' 20"E

Chord Length

25.46

25.46

1.60

69.40

70.85

99.31

65.11

86.16

68.78

86.16

68.78

86.16

68.78

86.16

68.78

86.16

68.78

86.16

68.78

86.16

Curve TableCurve #

C61

C62

C63

C64

C65

C70

C71

C75

C76

C77

C78

C79

C80

C81

C82

C83

C84

C86

C87

C88

Length

68.84

86.24

68.84

73.33

72.74

28.69

49.53

39.60

42.64

4.28

28.02

27.01

15.71

170.63

2.85

29.31

29.54

35.35

104.05

48.09

Radius

455.00

570.00

455.00

570.00

455.00

68.00

68.00

67.97

67.97

67.97

17.50

18.00

125.00

125.00

125.00

18.00

18.00

68.00

183.00

68.00

Chord Bearing

N67° 14' 01"W

S77° 41' 28"E

N75° 54' 09"W

S85° 42' 40"E

N84° 49' 01"W

N77° 18' 41"W

N44° 21' 36"W

N70° 47' 59"W

N36° 08' 14"W

N00° 34' 43"E

N43° 31' 35"W

N47° 36' 38"E

S85° 47' 46"E

S43° 05' 25"E

S03° 19' 56"E

S43° 57' 44"W

N42° 23' 22"W

N78° 29' 39"E

S77° 06' 30"W

N43° 20' 37"E

Chord Length

68.78

86.16

68.78

73.28

72.66

28.47

48.44

39.04

41.95

4.27

25.12

24.55

15.70

157.69

2.85

26.17

26.33

34.95

102.66

47.09

Curve TableCurve #

C89

C90

C91

C92

C93

C96

C97

C98

C99

C101

C102

C103

C104

C117

C188

C189

C194

C197

C199

C200

Length

133.67

21.92

27.01

27.37

91.98

50.35

3.81

28.27

28.27

27.89

29.54

30.66

28.21

10.00

7.96

4.18

8.60

8.23

48.21

5.63

Radius

183.00

68.00

18.00

17.84

1475.00

68.00

68.00

18.00

18.00

18.00

18.00

68.00

18.00

1475.00

18.00

17.78

18.00

18.00

68.00

77.47

Chord Bearing

S39° 53' 34"W

N13° 51' 03"E

N47° 36' 38"E

S44° 57' 59"E

S00° 16' 33"W

S62° 55' 38"E

S85° 44' 42"E

S47° 39' 03"W

S42° 20' 57"E

N49° 00' 27"E

N42° 23' 22"W

N10° 34' 30"W

N42° 33' 11"W

N02° 15' 24"E

N73° 56' 01"W

N72° 31' 23"E

S79° 38' 45"W

S74° 21' 54"E

S21° 24' 15"E

S01° 10' 23"W

Chord Length

130.72

21.82

24.55

24.76

91.97

49.21

3.81

25.46

25.46

25.18

26.33

30.41

25.41

10.00

7.90

4.17

8.52

8.15

47.20

5.63

Curve Table: RoadsCurve #

C108

C109

C110

C111

C112

C113

C114

C173

C174

Length

67.402

68.851

227.026

67.544

139.536

650.808

66.629

139.536

650.808

Radius

42.971

43.000

150.000

43.000

1500.000

430.000

43.000

1500.000

430.000

Chord Bearing

S42° 33' 10.75"E

S43° 31' 34.90"E

S46° 02' 16.20"E

S42° 20' 57.00"E

S00° 00' 50.76"E

S46° 02' 16.20"E

S49° 00' 26.97"W

S00° 00' 50.76"E

S46° 02' 16.20"E

Chord Length

67.402

68.851

227.026

67.544

139.536

650.808

66.629

139.536

650.808

Delta Angle

089.8702

091.7405

086.7176

090.0000

005.3299

086.7176

088.7800

005.3299

086.7176

Curve TableCurve #

C201

Length

5.14

Radius

1475.00

Chord Bearing

N02° 33' 03"E

Chord Length

5.14

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 2.0

18-211

r:\~

swop

e\18

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LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR(479) 316-7440

BASIS OF BEARING:ARKANSAS STATE PLANE,COORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 2.1

18-211

r:\~

swop

e\18

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will

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d on

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c3 b

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LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR(479) 316-7440

PHASE 1SURVEY DESCRIPTION

ALL OF TRACT 1B AND PART OF TRACT 1A OF THE "WILLOW CROSSINGSPLIT" TO THE CITY OF CENTERTON, BENTON COUNTY, ARKANSAS BEINGRECORDED AS INSTRUMENT NUMBER L201838165 ON JULY 24, 2018 IN THEOFFICE OF THE EXOFFICIO RECORDER BENTON COUNTY, ARKANSAS,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A FOUND IRON PIN BEING THE SW CORNER OF THE SE 1/4OF THE NW 1/4 OF SECTION 3, TOWNSHIP 19 NORTH, RANGE 31 WEST;THENCE N 47°35'56" E, 42.27 FEET TO A POINT; THENCES 87°20'57" E, 10.00 FEET TO THE POINT OF BEGINNING;N 02°20'38" E 424.25 FEET; THENCE S 86°37'31" E 216.36 FEET TO A POINT;THENCE N 04°37'03" E 121.08 FEET TO A POINT; THENCEN 86°02'00" W 221.22 FEET TO A POINT; THENCE N 02°20'38" E 743.95 FEETTO A POINT; THENCE S 87°26'49" E 1297.11 FEET TO A POINT; THENCES 02°46'47" W 925.77 FEET TO A POINT; THENCE S 81°32'42"E 356.26 FEETFEET TO A POINT; THENCE S 01°07'46" W 332.12 FEET TO A POINT; THENCEN 87°20'57" W 1651.36 FEET TO THE POINT OFBEGINNING, CONTAINING 1,769,346.3 SQUARE FEET OR 40.62 ACRES, MOREOR LESS, BEING SUBJECT TO ANY COVENANTS, EASEMENTS, ORRIGHT-OF-WAYS OF RECORD OR FACT.

TRACT (TRACT "D")SURVEY DESCRIPTION

A PART OF TRACT 1A OF THE "WILLOW CROSSING SPLIT" TO THECITY OF CENTERTON, BENTON COUNTY, ARKANSAS BEINGRECORDED AS INSTRUMENT NUMBER L201838165 ON JULY 24, 2018 INTHE OFFICE OF THE EXOFFICIO RECORDER BENTON COUNTY,ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING At A FOUND IRON PIN BEING THE SW CORNER OF THESE 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 19 NORTH, RANGE 31WEST; THENCE N 47°35'56" E, 42.27 FEET TO A POINT; THENCES 87°20'57" E 1661.36 FEET TO THE POINT OF BEGINNING, THENCEN 01°07'46" E 332.12 FEET; THENCE N 81°32'42" W 356.26 FEET;THENCE N 02°46'47" E 661.76 FEET; THENCE S 87°13'13" E 95.00 FEET;THENCE N 02°46'47" E 3.69 FEET; THENCE S 87°13'13" E 280.00 FEET;THENCE S 02°46'47" W 3.69 FEET; THENCE S 87°13'13" E 760.00 FEET;THENCE S 02°46'47" W 8.68 FEET; THENCE S 87°13'13" E 167.05 FEET;THENCE S 02°29'21" W 1018.18 FEET; THENCEN 87°20'57" W 943.14 FEET, TO THE POINT OF BEGINNING,CONTAINING 1,215,466.74 SQUARE FEET OR 27.90 ACRES, MORE ORLESS, BEING SUBJECT TO ANY COVENANTS, EASEMENTS, ORRIGHT-OF-WAYS OF RECORD OR FACT.

“We, Riverwood Homes LLC , owners of the real estate shownand described here, on this date, ______________________, ______, do herebydedicate the public streets and easements shown upon this plat. Saideasements shall be for the benefit of Carroll Electric Cooperative Corporation, aperpetual easement right, privilege, and authority to enter upon the lands of theundersigned grantor, and to place, construct, reconstruct, erect, excavate, addto, relocate, rebuild, modify, change operative voltage level, repair, replace,patrol, operate and maintain on, over, and under the described lands, and inand upon all streets, roads, highways, and other rights of way abutting saidpremises, underground cables of one or more circuits to serve as service,distribution, or transmission lines, or combinations of all, to transmit electricalenergy and communications, including but not limited to buried or aboveground cable, transformers, junction cabinets, vaults, and other appurtenancesnecessary thereto, together with the right of ingress and egress to and from thelines of the Cooperative over the lands of the grantors for the purpose ofinstalling, repairing, replacing, upgrading or otherwise accessing the electricsystem to be installed in the easement, which said lands are described underthe legal description on this plat.

Grantors do also hereby grant and convey to Cooperative the perpetual right toclear and keep clear by cutting, trimming, spraying, or removing by any othermanner all brush, trees, timber, and vegetation within the defined easement.And agree that no shrubs, trees, structures, or fences shall be planted orconstructed within the said easement.

Grantors agree to make no use of, nor permit others to make any use of saideasement that would reduce in clearance or in any other way interfere with theproper and safe operation and or maintenance of the electrical facilities.”

__________ ______________ ________________________RIVERWOOD HOMES LLC Date

RIGHT-OF-WAYSURVEY DESCRIPTION NO. 1

PART OF TRACT 1A OF THE "WILLOW CROSSING SPLIT" TO THE CITYOF CENTERTON, BENTON COUNTY, ARKANSAS BEING RECORDED ASINSTRUMENT NUMBER L201838165 ON JULY 24, 2018 IN THE OFFICEOF THE EXOFFICIO RECORDER BENTON COUNTY, ARKANSAS, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A FOUND IRON PIN BEING THE SW CORNER OF THESE 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 19 NORTH, RANGE 31WEST; THENCE N 47°35'56" E, 42.27 FEET TO A POINT; THENCES 87°20'57" E, 10.00 FEET TO THE POINT OF BEGINNING SAID POINTBEING ON THE EAST RIGHT OF WAY OF WOMACK ROAD; THENCEALONG SAID EAST RIGHT OF WAY, N 02°20'38" E, 33.98 FEET TO APOINT; THENCE LEAVING SAID RIGHT OF WAY,S 29°21'32" E, 40.07 FEET TO A POINT ON THE NORTH RIGHT OF WAYOF KIMMEL ROAD; THENCE ALONG SAID NORTH RIGHT OF WAYN 87°20'57" W, 21.06 FEET TO THE POINT OF BEGINNING; CONTAINING357.7 SQUARE FEET, 0.01 OF AN ACRE, MORE OR LESS.

CITY LOT CSURVEY DESCRIPTION

PART OF TRACT 1A OF THE "WILLOW CROSSING SPLIT" TO THE CITYOF CENTERTON, BENTON COUNTY, ARKANSAS BEING RECORDED ASINSTRUMENT NUMBER L201838165 ON JULY 24, 2018 IN THE OFFICEOF THE EXOFFICIO RECORDER BENTON COUNTY, ARKANSAS, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A FOUND IRON PIN BEING THE SW CORNER OF THESE 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 19 NORTH, RANGE 31WEST; THENCE N 47°35'56" E, 42.27 FEET TO A POINT; THENCES 87°20'57" E, 10.00 FEET TO THE POINT OF BEGINNING; THENCEN 02°20'38" E, 149.29 FEET; THENCE S 86°36'09" E, 282.61 FEET TO APOINT; THENCE S 03°23'51" W, 145.62 FEET TO A POINT; THENCEN 87°20'57" W, 279.89 FEET TO THE POINT OF BEGINNING, CONTAINING0.94 ACRES, MORE OR LESS, SUBJECT TO ANY COVENANTS,EASEMENTS, OR RIGHT-OF-WAYS OF RECORD OR FACT.

Site Information:PROPERTY INFORMATION

Gross Site Area: 1769346.3 sf 40.36 acresProposed Dedicated R.O.W: 357.7 sf 0.01 acresNet Site Area: 1768988.6 sf 40.35 acresZoning: R-3 Residential

ZONING REGULATIONSFront Yard: 25 ft

Rear Yard: 20 ft

Side Yard: 7 ftSide Yard (Street Side): 25 ftMinimum Lot Width: 60 ft

PHASE I SUBDIVISION INFORMATIONBuildable Lots 113Non-Buildable Lots 3

Total Lots 115

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

N87° 20' 57"W 1651.36'

℄

℄

LOT53

LOT46

LOT48

LOT54

LOT60 LOT

58

LOT37

LOT20

LOT21

LOT22

LOT23

LOT24

LOT19

Tract DArea 1215466.74 sq ft

27.90 AC

LOT26

LOT83

LOT75

LOT109

LOT101

LOT93

LOT82

LOT74

LOT108

LOT100

LOT92

LOT89

LOT81

LOT73

LOT107

LOT99

LOT91

LOT88

LOT80

LOT72

LOT106

LOT98

LOT90

LOT87

LOT79

LOT113 LOT

105

LOT97

LOT86

LOT78

LOT112 LOT

104

LOT96

LOT85

LOT77

LOT111

LOT103

LOT95

LOT84

LOT76

LOT110

LOT102

LOT94

LOT18

LOT27

LOT29

LOT30

LOT28

LOT32

LOT33

LOT34

LOT31

LOT36

Retention Lot AArea 472500.31 sq ft

10.85 AC

LOT45 LOT

44

LOT25

LOT43

LOT42

LOT41

LOT40

LOT39

LOT38

LOT1

LOT7

LOT14

LOT8

LOT15

LOT9

LOT16

LOT2

LOT10

LOT17

LOT3

LOT11

LOT4

Retention Lot BArea 85386.15 sq ft

1.96 AC

LOT5

LOT12

LOT6

LOT13

City Lot CArea 41469.20 sq ft0.95 AC"to be transferred tothe City by seperate document"

LOT50

LOT51

LOT35

LOT59

LOT49

LOT55

LOT68

LOT71

LOT69

LOT62

LOT70

LOT63

LOT64

LOT65

LOT66

LOT67

LOT52

LAKEVIEW DRIVE

LAKEVIEW DRIVE

LAK

EVIE

W D

RIV

E

HOLLY STREET

HO

LLY

STR

EET

SASSAFRAS LANE

MAGNOLIA LANE

MA

GN

OLI

A L

AN

E

HOLLY STREET

HO

LLY

STR

EET

N04°37'03 E" 121.08'

S87° 26' 49"E 1297.11'

S02°

46'

47"

W 9

25.7

7'

S81° 32' 42"E 356.26'

S01°

07'

46"

W 3

32.1

2'

N02° 46' 47"E 661.76'

S87° 13' 13"E 95.00'

N02° 46' 47"E 3.69'

S87° 13' 13"E 280.00'

S02° 46' 47"W 3.69'

S87° 13' 13"E 760.00'S02° 46' 47"W 8.68'

S87° 13' 13"E 167.05'

S02°

29'

21"

W 1

018.

18'

N87° 20' 57"W 943.14'

POB TRACT D

N 0

2° 2

0' 3

8" E

424

.25'

N86° 02' 00"W 221.22'

S 86° 37' 31" 216.36'

N 0

2° 2

0' 3

8" E

743

.95'

POB PHASE 1

POC TRACT DPOC PHASE 1

1/2" FIPPLAT BK 2004 PG 904

SW CNR, SE 1/4 NW 1/4S-03, T-19-N, R-31-W

N47° 35' 56"E 42.27'S87° 20' 57"E10.00'

LOT59

LOT57

LOT56

LOT47

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 3.0

18-211

r:\~

swop

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6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR(479) 316-7440

00 200' 400'

E

N

W

S

XROW

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

FeATURe LINes

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

syMbOLs HATCHes

SET/FOUND COTTON SPINDLE

TELEPHONE PEDESTAL

WATER VALVE

LIGHT

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

POWER POLEMANHOLE

WATER METER

GAS METER

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SANITARY SEWER

SEPTIC LID

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

WV

YARD DRAIN ADA RAMP

FeATURes

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

60.78'

60.78'

FND 6" WOOD POST1/2" FIP 1/2" FIP

1/2" FIP

1/2" FIP

WV

WV

MW

06-0

2460

-000

davi

s pr

emie

r ren

tals

llc

901-

903

mea

dow

land

s dr

c-1

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06-0

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06-0

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06-0

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06-0

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1/2" FIP

06-00007-001Owner: DEBBIE N AND

R KIETH HOPKINS480 WOMACK ROAD

CENTERTON, AR 72719

exist

ing

shed

NOT APART

06-0

2452

-000

davi

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933-

935

mea

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30.0' O/S1/2" FIP

06-0

0006

-020

gary

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06-0

0006

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GA

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AB

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OM

AC

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ON

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1/2" FIPPLAT BK 2004 PG 904

Wom

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d(C

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- 80'

R/W

)

℄ ℄

℄℄

℄℄ ℄

℄℄

℄℄

PONDPONDPONDPONDPONDPONDPONDPOND

PON

D

POND POND POND POND POND POND POND

HFFE - 1260.00 HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00 HFFE - 1260.00 HFFE - 1260.00 HFFE - 1260.00

HFFE - 1260.00

LOT 679226.4 SF0.21 AC

LOT 6611871.5 SF

0.27 AC

LOT 656900.0 SF0.16 AC

LOT 646900.0 SF0.16 AC

LOT 636900.0 SF0.16 AC

LOT 706900.0 SF0.16 AC

LOT 6210456.7 SF

0.24 AC

LOT 696900.0 SF0.16 AC

LOT 718632.8 SF0.20 AC

LOT 686894.9 SF0.16 AC

LOT 5514227.8 SF

0.33 AC

LOT 358917.3 SF0.20 AC

LOT 517609.8 SF0.17 AC

LOT 566916.1 SF0.16 AC

LOT 507549.0 SF0.17 AC

LOT 387953.4 SF0.18 AC

LOT 397953.4 SF0.18 AC

LOT 407953.4 SF0.18 AC

LOT 418530.1 SF0.20 ACLOT 42

7538.6 SF0.17 AC

LOT 437047.6 SF0.16 AC

LOT 368398.2 SF0.19 AC

LOT 1106922.9 SF0.16 AC

LOT 766912.2 SF0.16 AC

LOT 1116922.9 SF0.16 AC

LOT 776912.2 SF0.16 AC

LOT 1046760.6 SF0.16 AC

LOT 1127238.5 SF0.17 AC

LOT 786912.2 SF0.16 AC

LOT 1056760.6 SF0.16 AC

LOT 1138894.3 SF0.20 AC

LOT 797453.0 SF0.17 AC

LOT 1066832.5 SF0.16 AC

LOT 728947.3 SF0.21 AC LOT 80

8035.4 SF0.18 AC

LOT 1076922.9 SF0.16 AC

LOT 736912.2 SF0.16 AC

LOT 1086922.9 SF0.16 AC

LOT 746912.2 SF0.16 AC

LOT 1096922.9 SF0.16 AC

LOT 756912.2 SF0.16 AC

LOT 378021.6 SF0.18 AC

25' B.S.L.

20' BSL

7' B

SL

LOT 5411861.9 SF

0.27 AC

7' B

.S.L

.

20' B.S.L.

MWMW

MW

MW MW MWMW MW

MW

MW

MW

MW

M WM W

MW

MW

MWMW

MW

MW

MW

MW

MW

MW MW MW

25' B.S.L.

20' B.S.L.

7' B.S.L.

LOT 5315709.6 SF

0.36 AC

6' S

IDEW

ALK

5' SIDEWALK

20' U

.E.

20' U.E.

20' U.E.

20' U.E.

MW

MWMW

MW

20' D.E.

22' B.S.L.

S02°

20'

38"

W 3

80.2

8'

S89° 23' 48"E 451.97'

C108C109

C110

S89° 23' 48"E 487.79'

S04°

37'

03"

W 3

66.2

6'

60.1

4'

S

S

S

S

S S S S S

SS

S

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S

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SSS

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RETENTIONLOT A

MA

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AN

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HOLLY STREET

HO

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STR

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LAKEVIEW DRIVE

50' R

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.(T

YP)

30'

BO

C (T

YP)

20' U

E(T

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20' U

E(T

YP)

20' U

E(T

YP)

50' R.O.W.(TYP)

30'BOC (TYP)

20' UE(TYP)

30'BOC (TYP)

20' UE(TYP)

2' (T

YP)

20' UE

28'

28'

15'

20' D.E.

S29° 49' 13"E 5.94'

N60° 10' 47"E 19.22'

N29° 49' 13"W 9.87'

HOLLY STREETS87° 29' 17"E 127.51'

30'

BO

C (T

YP)

50' R

.O.W

.(T

YP)

25'

S04°

37'

03"

W 3

66.2

6'S0

4° 3

7' 0

3"W

366

.26'

LOT 487609.2 SF0.17 AC

5'7'

LOT 528957.5 SF0.21 AC

LOT 4511125.0 SF

0.26 AC

LOT 4413720.9 SF

0.31 AC

26'

26'

26'

26'

10.4

2' B

SL

500

510

931

490

921911901

480470420

861851

430 440

871 881

450

891

460

870

360

370

880 890 900

330 340

350

910 920930

511

441431

421

411

401

391

381

371

361

501

491481471461

LOT 478830.6 SF0.20 AC

94.0

8'

72.4

7'71

.89'

71.8

9'73

.56'

82.9

6'

2.92

'16

.98'

20'

D.E

.

13.6

3' B

SL

12'

BSL

30.45' 30.07'

LOT 497549.0 SF0.17 AC

LOT 468382.7 SF0.19 AC

40 ROW 25' BSL

110.

23'

40' ROW -BOOK 2017, PAGE 46549

25' BSL

28'

50' R.O.W.(TYP)

20'

D.E

. 16.9

9' B

SL7.

06' B

SL

72.94'131.71'

47.41'

S87° 26' 49"E 72.94'

20' D

E

99.98'121.24'

60.1

4'

10' D.E & UE

20' DE

20' D

E

N87° 27' 00"W 79.00'

N02

° 20'

38"

E 9

7.59

'C1

S89° 23' 48"E 60.17'

S02°

04'

18"

W 1

15.0

4'

N89° 23' 48"W 78.18'

61.47'

115.

00'

4.31'

60.11'

60.20'

115.

00'

4.40'

55.80'

60.20'

115.

00'

4.50'

55.70'

60.20'

115.

00'

4.59'

55.61'

60.20'

115.

00'

4.69'

55.51'

60.20'

S00°

36'

12"

W 1

15.0

0'

4.78'

55.42'

N89° 23' 48"W 60.17'

C2

N02

° 20'

38"

E 9

6.50

'

S02°

04'

18"

W 1

15.0

4'

60.11'

115.

04'

60.11'

115.

04'

60.11'

115.

04'

60.11'

115.

04'

60.11'

115.

04'

60.11'

S02°

04'

18"

W 1

15.0

4'

C3

N89° 23' 48"W 31.16'

S89° 23' 48"E 23.44'

C4

C5

S10°

21'

47"

W 1

15.0

2'

C6

C7

C8

S27°

34'

55"W

115

.02'

C10

S16°

13'

40"

W 1

15.0

0'

N06

° 32'

06"

E 1

15.0

0'

S89° 23' 48"E 23.44'

C11

C15

N00

° 56'

53"

E 1

16.0

9'

C62

C63

N00

° 36'

12"

E 1

15.0

0'

C64

C65

N04

° 37'

03"

E 6

0.14

'10

7.79

'

C102

97.34'

N89° 23' 48"W 49.49'

C70

C71

72.4

7'71

.89'

71.8

9'71

.37'

S86° 02' 00"E 115.01'

S88° 42' 34"E 105.02'

105.02'

105.02'

S02°

20'

38"

W 1

15.0

0'

N87° 27' 00"W 65.00'

14.29'

S34°

47' 4

9"W

149

.19'

C75

C76

S00°

27'

25"

E 1

30.0

9'

C77

32.4

9'44

.83'

S89° 33' 25"W 108.32'

50.1

9'

S00°

27'

25"

E 7

0.19

'

N89° 23' 48"W 93.63'

C7874.16'

S89° 23' 48"E 74.19'

S00°

26'

35"

E 1

15.0

2'

69.16'

69.16'

115.

02'

69.16'

69.16'

115.

02'

S00°

26'

35"

E 1

15.0

2'

69.16'

69.16' S89° 23' 48"E 70.80'

N89° 23' 48"W 68.70'

C 79S89° 23' 48"E 54.59'

S00°

36'

12"

W 1

15.0

0'

N89° 23' 48"W 38.76'

S89° 12' 18"W 40.76'

99.5

0' 115.

00'

51.66'

8.34'

115.

00'

51.66'

8.34'

C80

S00°

36'

12"

W 1

14.0

1'

51.66'

8.34'

44.33'

C81

N89° 23' 48"W 100.59'

8.34'

N00

° 36'

12"

E 1

15.0

0'

C82

115.

00'

115.

00'

N00

° 36'

12"

E 1

15.0

0'

N04

° 37'

03"

E 9

4.98

'

N23°

43'

14"

E 1

29.2

7'

S03°

58'

00"

W 1

20.2

5'

S77° 28' 07"W 111.46'

N77° 28' 07"E 108.17'

60.00'

S02°

20'

38"

W 1

13.1

5'

N87° 27' 00"W 79.00' C104

25.8

3'C

103

C189

S87° 30' 52"E 105.00'

N65° 27' 11"E 125.35'

N88° 42' 34"W 105.02'

N02

° 20'

38"

E 6

6.81

'

N02

° 20'

38"

E 5

0.46

'

20.89'B.O.C.

21.36'B.O.C.

16.18'B.O.C.

10.0

2' D

.E.

60.00'

C197

10' D.E. & U.E.

10' D.E. & U.E.

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

E

N

W

S

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 4.0

18-211

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SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR 72703(479) 316-7440

00 60' 120'

XROW

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

FeATURe LINes

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

syMbOLs HATCHes

SET/FOUND COTTON SPINDLE

TELEPHONE PEDESTAL

WATER VALVE

LIGHT

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

POWER POLEMANHOLE

WATER METER

GAS METER

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SANITARY SEWER

SEPTIC LID

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

WV

YARD DRAIN ADA RAMP

FeATURes

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

60.78'

℄℄

℄℄

℄

FND 6" WOOD POST

FND 6" WOOD POST1/2" FIP

1/2" FIP

1/2" FIP

1/2" FIP

1/2" FIP

WV

12" SS 12" SS

MW

S

06-00006-065samuel r & crystal lynn featherston family trustkimmel roada-v zoning

1/2" FIP

06-00007-001Owner: DEBBIE N AND

R KIETH HOPKINS480 WOMACK ROAD

CENTERTON, AR 72719NOT A PART

N: 742185.7983E: 643426.2074Convergence : -001° 19' 18"Combined Scale Factor: 1.00002541

exist

ingho

use

shed

NOT APART

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06-0

0006

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raym

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30.0' O/S1/2" FIP

30.0' O/S1/2" FIP

Kimmel Road(Collector Rd - 60' R/W)

Wom

ack

Roa

d(C

olle

ctor

Rd

- 80'

R/W

)

℄

℄℄

℄℄ ℄

℄

℄℄

℄

WETWETWET

WET

WETWET

WET

WET

WET WET

WET

WET

WET

WETWET

HFFE - 1264.40

HFF

E - 1

264.

40

HFFE - 1264.40 HFFE - 1264.40 HFFE - 1264.40 HFFE - 1264.40

HFFE - 1264.40

HFFE - 1264.40HFFE - 1264.40

PONDPONDPONDPOND

POND

POND

POND

POND

POND

POND

POND POND POND

PON

DPO

ND

PON

DPO

ND

PONDPOND

LOT 679226.4 SF0.21 AC

LOT 6611871.5 SF

0.27 AC

LOT 656900.0 SF0.16 AC

LOT 646900.0 SF0.16 AC

LOT 636900.0 SF0.16 AC

LOT 706900.0 SF0.16 AC

LOT 6210456.7 SF

0.24 AC

LOT 696900.0 SF0.16 AC

LOT 718632.8 SF0.20 AC

LOT 686894.9 SF0.16 AC

LOT 5514227.8 SF

0.33 AC

LOT 576942.4 SF0.16 AC

LOT 597348.0 SF0.17 AC

LOT 566916.1 SF0.16 AC

LOT 137622.5 SF0.17 AC

LOT 69854.0 SF0.23 AC

LOT 127210.4 SF0.17 AC

LOT 59753.3 SF0.22 AC

Retention Lot BArea 85386.15 sq ft

1.96 AC

LOT 48046.3 SF0.18 AC

LOT 1111424.1 SF

0.26 AC

LOT 38041.2 SF0.18 AC

LOT 107973.8 SF0.18 AC

LOT 28036.1 SF0.18 AC

LOT 1512856.4 SF

0.30 AC

LOT 88036.2 SF0.18 AC

LOT 1411281.6 SF

0.26 AC

LOT 78059.8 SF0.19 AC

LOT 19439.1 SF0.22 AC

LOT 5813218.1 SF

0.30 AC

LOT 607346.2 SF0.17 AC

LOT 5411861.9 SF

0.27 AC

20' B.S.L.

25' B.S.L.

7' B

.S.L

.

7' B

.S.L

.

20' B.S.L.

25' B.S.L.

LOT 618221.0 SF0.19 AC

MW

MW

MWMW

MW

MWMWMWMWMW

MW

MW

MW

M

MW MW

MW

MWMW

MW

M W

LOT 5315709.6 SF

0.36 AC

5' SIDEWALK

6' SIDEWALK

6' S

IDEW

ALK

20' U.E.

20' U.E.

20' U.E.

MW

MW MW

MW MW

M W

MW MW MW MW

MWMW

MW

M W

MW

20' D.E.

22' BSL

22' B.S.L.

S89° 23' 48"E 451.97'

S02° 40' 45"E 149.69'

C109

C110

S04°

37'

03"

W 3

66.2

6'

N86° 39' 43"W 348.99' C114

60.0

5'

25' BSL

60.1

4'

S

S S

SS

SSS

SSS

S

S

S S

N04° 37' 03"E 121.08'

N86° 02' 00"W 221.22'

HO

LLY

STR

EET

MAGNOLIA LANE

MA

GN

OLI

A L

AN

E

HOLLY STREET

20' U

E(T

YP)

50' R

.O.W

.(T

YP)

30'

BO

C (T

YP)

20' U

E(T

YP)

20' U

E(T

YP)

30'

BO

C (T

YP)

20' U

E(T

YP)

20' U

E(T

YP)

50' R.O.W.(TYP)

30'BOC (TYP)

20' UE(TYP)

2'(TYP)

2'(TYP)

24'

28'

28'

15'

N02

° 20'

38"

E 4

24.2

5'

S86° 37' 31"E 216.36'

30'

BO

C (T

YP)

50' R

.O.W

.(T

YP)

6' SIDEWALK

50' R

.O.W

.(T

YP)

SASSAFRAS LANE

25'

S04°

37'

03"

W 3

66.2

6'S0

4° 3

7' 0

3"W

366

.26'

S89° 23' 48"E 436.36'

26'

26'

26'

26'

12' B

.S.L

.

12'

12' B

.S.L

.

12'

20' U.E.

590 580 570 560 550

540

901 911931921

581

591

601

611

621

520

500

510

561

591 581 571

521

511

441431

421

900 910 920 930 940

501

491481471461

City Lot CArea 41111.53 sq ft

0.94 AC"to be transfarred to

the City by seperate document"

LOT 98050.0 SF0.18 AC

HFF

E - 1

264.

40

S87° 20' 57"E 10.00'

94.0

8'

12'

BSL

Right of WayDedication No.1

357.7 SF0.01 AC

40.0' R/W - BOOK 2017,PAGE 46549

24.46'

top-of-pond = 1264.20bottom-of-pond = 1257.00

normal WSE = 1260.60100-yr WSE = 1262.38

40' ROW 25' BSL

20'DE

20.00' DE 12'

BSL 20'

DE

43' BSL

28' B

SL

POB ROW DESCRIPTION NO. 1

N02

° 20'

38"

E 1

49.2

9'

N47° 35' 56"E 42.27'

POC TRACT DAND

POC PHASE 11/2" FIP

PLAT BK 2004 PG 904SW CNR, SE 1/4 NW 1/4

S-03, T-19-N, R-31-W

S86° 36' 09"E 60.28'

N87° 20' 57"W 279.89'

20' D

E

99.98'121.24'

60.1

4'60

.94'

20' U

E

20' D

E

30.0' R/W - L2018383165

N89° 23' 48"W 31.16'C6

C15

S44° 4

8' 04

"W 1

15.02

'

C27

S02°

20'

39"

W 1

10.0

2'

149.54'

66.81'66.81'

S86° 36' 09"E 100.96' C10

192

.40'

59.8

0'N

04° 3

7' 0

3"E

60.

14'

107.

79'

C102

97.34'

N89° 23' 48"W 49.49'

C70

C71

S02°

20'

39"

W 1

09.9

9'

S86° 02' 00"E 115.01'

115.01'

C 79S89° 23' 48"E 54.59'

S00°

36'

12"

W 1

15.0

0'

N89° 23' 48"W 38.76'

S89° 12' 18"W 40.76'

99.5

0' 115.

00'

51.66'

8.34'

115.

00'

51.66'

8.34'

C80

S00°

36'

12"

W 1

14.0

1'

51.66'

8.34'

44.33'

C81

N89° 23' 48"W 100.59'

8.34'

88.16'

N00

° 36'

12"

E 1

15.0

0'

C82

S02°

40'

45"

E 9

3.28

'

C83

60.00'

115.

00'

60.00'

115.

00'

60.00'

N00

° 36'

12"

E 1

15.0

0'

N04

° 37'

03"

E 9

4.98

'

N89° 23' 48"W 76.54'

C84

S86° 39' 43"E 74.01'

114.

78'

S86° 36' 09"E 82.33'

70.00'

114.

86'

70.00'

70.00'

114.

93'

70.00'

70.00'

S02°

20'

39"

W 1

15.0

0'

9.72'

16.18'

C86

S30° 49' 30"E 115.13'

C87

14.05'

C88

S65° 13' 49"E 72.43'

S86° 50' 19"E 19.96'

S86° 50' 19"E 24.85'

C89

C90

N04° 37' 03"E 45.48'

C91

S89° 23' 48"E 57.79'

S00°

27'

00"

E 1

13.9

1'

70.00'

115.

02'

45.20'

70.00'

115.

02'

70.00'

70.01'

S00°

28'

24"

E 1

09.3

2'

S46° 30' 06"W 8.19'

52.98'

C92

C93

N89° 23' 48"W 104.02'

N02

° 37'

38"

E 6

9.10

'

N46° 30' 06"E 6.36'

S89° 23' 48"E 110.77'

80.0

0'

S47° 2

5' 28

"W 1

90.81

'

N02

° 37'

38"

E 1

25.2

6'

S03°

23'

51"

W 1

45.6

2'

N23°

43'

14"

E 1

29.2

7'

S03°

58'

00"

W 1

20.2

5'

C21

60.00'

S02° 20' 39"W 92.26'N02° 20' 38"E 108.20'

C188

67.15'

N65° 27' 11"E 125.35'

N02° 20' 38"E 33.98' S29° 21' 32"E 40.07'

N87° 20' 57"W 21.06' S87° 20' 57"E 377.53'

N02

° 20'

39"

E 1

09.9

6'

N86° 37' 31"W 66.81'

11.09'C117

66.81'74.82'

115.03'

16'

B.O

.C.

19.19'B.O.C.

20.89'B.O.C.

60'

63.89'

S87° 20' 57"E 10.00'S87° 20' 57"E 10.00'

60.00'

7.92'

S87° 20' 57"E 248.75'

S10°

14'

43"

E 9

8.64

'

N02° 20' 39"E 33.01'

C194

C199

46.7

8'

S67° 49' 17"W 126.93'

N80° 03' 27"E 117.92'

N87° 20' 57"W 1630.30'

N: 742157.2933E: 643394.9915

Convergence ∠: -001° 19' 19"Combined Scale Factor: 1.00002539

S89° 23' 48"E 87.86'

S80° 16' 30"E 284.14' 15' D

E40

' C/L

10' DE & UE

S02° 39' 03"W 46.79'

40.1

5'19

.85'

60.28' 37' BSL

35.00' BSL

C200

C201

10' D.E. & U.E.

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

E

N

W

S

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 5.0

18-211

r:\~

swop

e\18

-211

will

ow b

rook

e\fin

al p

lat\1

8-21

1 - f

p.dw

g - P

lotte

d on

6/2

5/20

20 2

:14:

27 P

M @

a s

cale

of 1

:1 to

_au

toca

d pd

f (ge

nera

l doc

umen

tatio

n).p

c3 b

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LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR 72703(479) 316-7440

00 60' 120'

ROW

OHE

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

WATER LINEOVERHEAD POWER LINESEWER LINEFLOW LINE

UTILITy LINes

FIBER OPTICFOTELEPHONE LINETELE

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

SET/FOUND COTTON SPINDLE

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

X

GAS LINEGAS

WATER VALVEPOWER POLEMANHOLESANITARY SEWER

WV

TELEPHONE PEDESTAL

LIGHT

WATER METER

GAS METER

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SEPTIC LID

YARD DRAIN ADA RAMP

PROPOseD FeATUResFeATURe LINes syMbOLs HATCHes

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

60.78'

60.78'

60.78'

1/2" FIP

1/2" FIP

1/2" FIP

1/2" FIP

1/2" FIP

1/2" FIP

FND STONE PLATBK 2004 PG 904

SANITARY SEWEREASEMENTS (PERBK 2006 PG 515)

S

S

S

X

X

06-0

3959

-000

mic

hael

& s

andr

a fit

zger

ald

400

will

ow d

rive

r-1

zoni

ng

06-0

3958

-000

kjun

e llc

401

popl

ar ro

adr-

1 zo

ning

06-03948-000kjune llc

1161 cottonwoodr-1 zoning

06-03875-000micah joshua byers

320 poplar roadr-1 zoning

06-03957-000kjune llc

1160 cottonwoodr-1 zoning

06-02466-000davis premier rentals llc877-879 meadowlands dr

c-1 zoning

06-0

2465

-000

davi

s pr

emie

r ren

tals

llc

881-

883

mea

dow

land

s dr

c-1

zoni

ng

06-0

2464

-000

davi

s pr

emie

r ren

tals

llc

885-

887

mea

dow

land

s dr

c-1

zoni

ng

06-0

2463

-000

davi

s pr

emie

r ren

tals

llc

889-

891

mea

dow

land

s dr

c-1

zoni

ng

06-0

2462

-000

davi

s pr

emie

r ren

tals

llc

893-

895

mea

dow

land

s dr

c-1

zoni

ng

06-0

2461

-000

davi

s pr

emie

r ren

tals

llc

897-

899

mea

dow

land

s dr

c-1

zoni

ng

06-0

2460

-000

davi

s pr

emie

r ren

tals

llc

901-

903

mea

dow

land

s dr

c-1

zoni

ng

Will

ow D

rive

(50'

R/W

)

Cottonwood Dr. (50' R/W)

Popl

ar R

oad

(50'

R/W

)

N: 743154.3755E: 644772.0431

Convergence : -001° 19' 09"Combined Scale Factor: 1.00002605

20' B.S.L.

X XXX

℄

℄

℄

℄

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

D

PONDPONDPONDPONDPONDPONDPONDPONDPOND

PONDPOND

POND

POND

POND

POND

POND

POND

POND

POND

POND

POND

PON

DPO

ND

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00LOT 66

11871.5 SF0.27 AC

LOT 358917.3 SF0.20 AC

LOT 318917.3 SF0.20 AC

LOT 348917.3 SF0.20 AC

LOT 338917.3 SF0.20 AC

LOT 328917.3 SF0.20 AC

LOT 288917.3 SF0.20 AC

LOT 308917.3 SF0.20 AC

LOT 298917.3 SF0.20 AC

LOT 279465.4 SF0.22 AC

LOT 1026760.6 SF0.16 AC

LOT 847520.2 SF0.17 AC

LOT 1036760.6 SF0.16 AC

LOT 857069.5 SF0.16 AC

LOT 966771.8 SF

LOT 1046760.6 SF0.16 AC

LOT 976902.6 SF0.16 AC

LOT 1056760.6 SF0.16 AC

LOT 986760.6 SF0.16 AC

LOT 808035.4 SF0.18 AC

LOT 996760.6 SF0.16 AC

LOT 818035.4 SF0.18 AC

LOT 1006760.6 SF0.16 AC

LOT 828035.4 SF0.18 AC

LOT 1016760.6 SF0.16 AC

LOT 838035.4 SF0.18 AC

LOT 269048.1 SF0.21 AC

MW

MW

MW

MW

MW

MW

M WM W

MW

MW

MW

MW

MW

MW

MW

MW

RETENTIONLOT A

20' U.E.

M WM W

MWMW

MW

MW

C110

C113

S

SS

S02° 46' 47"W 925.77'

N02° 46' 47"E 3.69'S02° 46' 47"W 3.69'

HO

LLY

STR

EET

LAKEVIEW DRIVE

2' (T

YP)

20'D

E

24'

28'

28'

28.01'

28'

S87° 13' 13"E 95.00'

S87° 13' 13"E 280.00'

S02°

46'

47"

W 2

64.0

1'

S02°

40'

45"

E 1

11.4

0'

C174

N02

° 46'

47"

E 6

61.7

6'

12' B.S.L.

12' B.S.L.

12'

12'

550

1021

101154

0

1001

530

991

981

520

941

510

961

951

931

930

1010

1000

990

980

970

960

950

940

1020

501

971

15.5

5'

33.08'27.49'

S87° 26' 49"E 1045.05'

C8C9

S27°

34'

55"W

115

.02'

C10

S16°

13'

40"

W 1

15.0

0'

C12

S25°

55'

15"W

115

.00'

C13

S35°

36' 5

0"W

115

.00'

C14

C16

S44° 4

8' 04

"W 1

15.02

'

C17

S45° 1

8' 24

"W 1

15.00

'

C18

C19

S54° 59' 59"W 115.00'

C20

C22

S62° 01' 13"W 115.02'

C23

S64° 41' 33"W 115.00'

C24

C25

S74° 23' 08"W 115.00'

C26

C27 C28

26.7

7'C

29

C30

C31

27.1

3'

S88° 47' 21"W 113.94'

C32

S02° 40' 45"E 40.11'

S87° 19' 15"W 116.51'10.43'

N84° 04' 43"E 115.00'

C33

60.1

1'

54.9

6'

60.2

0'

N87° 19' 15"E 115.00'

S02°

40'

45"

E 7

8.68

'

N02

° 40'

45"

W 7

8.68

'

N70° 17' 59"E 116.09'

C46

C47

N61° 37' 51"E 116.09'

C48

C49

N52° 57' 43"E 116.09'

C50

C51

N44° 1

7' 34

"E 1

16.09

'

C52

C53

N35° 3

7' 26

"E 1

16.09

' C54

C55

N26°

57'

18"E

116

.09'

C56

C57

N18°

17'

10"

E 1

16.0

9'

C58

C59

N09°

37'

02"

E 1

16.0

9'

C60

C61

N00

° 56'

53"

E 1

16.0

9'

C62

C63

C81

N89° 23' 48"W 100.59'

C82

S02°

40'

45"

E 9

3.28

'

C21

S79° 14' 22"W 115.02'

N: 743418.0750E: 644784.8470

Convergence ∠: -001° 19' 09"Combined Scale Factor: 1.00002622

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

E

N

W

S

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 6.0

18-211

r:\~

swop

e\18

-211

will

ow b

rook

e\fin

al p

lat\1

8-21

1 - f

p.dw

g - P

lotte

d on

6/2

5/20

20 2

:14:

32 P

M @

a s

cale

of 1

:1 to

_au

toca

d pd

f (ge

nera

l doc

umen

tatio

n).p

c3 b

y C

LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR 72703(479) 316-7440

00 60' 120'

XROW

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

FeATURe LINes

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

syMbOLs HATCHes

SET/FOUND COTTON SPINDLE

TELEPHONE PEDESTAL

WATER VALVE

LIGHT

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

POWER POLEMANHOLE

WATER METER

GAS METER

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SANITARY SEWER

SEPTIC LID

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

WV

YARD DRAIN ADA RAMP

FeATURes

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

60.78'

60.78'

℄℄

℄℄

SANITARY SEWEREASEMENTS (PERBK 2006 PG 515)

LIFT STATIONW/ FENCE

LIFT STATIONEASEMENTS(PER BK 2006 PG515)

S

S

X

X

UGE&T UGE&T UGE&T UGE&T

POB Tract D

UTILITY EASEMENTBEING DEDICATEDPER THIS PLAT.

06-00007-003jb hunt llcbuckhorn flats/kimma roada-v zoning

06-00007-009edward & wanda adkins1121 kimmel roadr-1 zoning

℄℄

℄

℄℄

℄

℄POND

PONDPOND

PON

D

POND

PON

DPO

ND

POND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

POND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

POND POND POND POND POND POND

PON

DPO

ND

PON

DPO

ND

POND

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1260.00

HFFE - 1264.40

OUTFALL

WET

WET

WET

WET

WET

WET WET WET WET WET WET WET WETW

ETW

ETW

ETW

ETW

ET

WETWET

WETWETW

ET

WET

WETW

ETW

ET

WETWET

LOT 1111424.1 SF

0.26 AC

LOT 168533.6 SF0.20 AC

LOT 1512856.4 SF

0.30 AC

LOT 259048.1 SF0.21 AC

LOT 288917.3 SF0.20 AC

LOT 279465.4 SF0.22 AC

LOT 1810139.6 SF

0.23 AC

LOT 947353.3 SF0.17 AC

LOT 847520.2 SF0.17 AC

LOT 957545.0 SF0.17 AC

LOT 857069.5 SF0.16 AC

LOT 966771.8 SF0.16 AC

LOT 866335.3 SF0.15 AC

LOT 976902.6 SF0.16 AC

LOT 876507.0 SF0.15 AC

LOT 908842.8 SF0.20 AC

LOT 986760.6 SF0.16 AC

LOT 886594.6 SF0.15 AC

LOT 919218.2 SF0.21 AC

LOT 996760.6 SF0.16 AC

LOT 896814.3 SF0.16 AC

LOT 927207.8 SF0.17 AC

LOT 828035.4 SF0.18 AC

LOT 937208.1 SF0.17 AC

LOT 838035.4 SF0.18 AC

LOT 269048.1 SF0.21 AC

LOT 199468.7 SF0.22 AC

LOT 249434.4 SF0.22 AC

LOT 238018.0 SF0.18 AC

LOT 226900.2 SF0.16 AC

LOT 216900.3 SF0.16 AC

LOT 207986.6 SF0.18 AC

MW

MWMW

MWMW

MW

MW

M WM W

M WM W

M WM W

MW

MW

MW

MW

MW

MW

20' U

.E.

6' SIDEWALK

6' SIDEWALK

20' U.E.

20' U

.E.

20' U.E.

20' U.E. & BSL

20' U.E.

MWMW

MW

MWMWMW

M WM W

M WM W

M WM W

M W

M WM W

MW

MW

S02° 40' 45"E 149.69'

S02°

39'

03"

W 9

4.75

'

S87° 20' 57"E 237.00'

C110

C111

C11

2

LANDSCAPE EASEMENT5' EQUIDISTANT

FROM MONUMENT SIGNPER THIS PLAT

31.6

'U

.E.

32.5

'U

.E.

34.1

'U

.E.

S

S

S

S

S

S

S

S

S

SS

S

S

S

S01° 07' 46"W 332.12'

HO

LLY

STR

EET

HOLLY STREET

LAK

EVIE

W D

RIV

E

50' R

.O.W

.(T

YP)

30'

BO

C (T

YP)

20' U

E(T

YP)

20' U

E(T

YP)

2' (T

YP)

2' (T

YP)

20' D

E

20'D

E

24'

28'

28.01'

28'

13.5

5'

6.52'

6.45

'

S60° 10' 47"W 19.22'

S29° 49' 13"E 10.00'170.1'

S02°

39'

03"

W 3

20.6

6'C

173

S02°

40'

45"

E 5

1.32

'S0

2° 4

0' 4

5"E

111

.40'

C174

N02

° 46'

47"

E 6

61.7

6'Retention Lot A

Area 472441.06 sq ft10.85 AC

33.7

7'B

SL

12' B.S.L.

12' B.S.L.

12'

12'

15.5

3'B

SL

34.3

3'B

SL

8.45

'B

SL

8.47

'B

SL

8.48'B

SL15.52'B

SL

15.49'B

SL

581

591

601

611

621631 641 651

1090

1080

1070

1060

1050

107160

059

058

0

1041

1051

570

103156

055

0

1021

101154

0

1001

530

991

520

510

1010

1000

1040

1030

1020

501

1061

LOT 177711.9 SF0.18 AC

13.53'6.47'

15.5

5'

33.08'27.49'

top-of-pond = 1258.25bottom-of-pond = 1251.50

normal WSE = 1254.32100-yr WSE = 1257.90

43' BSL

28' B

SL

89.02'71.38'

20' DE

20' DE

13.4

8'

N89° 53' 30"E 118.20'S88° 28' 50"E 112.22'

S44° 4

8' 04

"W 1

15.02

'

22

S62° 01' 13"W 115.02'

S64° 41' 33"W 115.00'

C24

C25

S74° 23' 08"W 115.00'

C26

C27 C28

26.7

7'C

29

C30

C31

27.1

3'

S88° 47' 21"W 113.94'

C32

S02° 40' 45"E 40.11'

S87° 19' 15"W 116.51'10.43'

N84° 04' 43"E 115.00'

C33

60.1

1'

54.9

6'

N88° 29' 37"W 111.60'

60.2

0'

S89° 52' 15"W 118.82'

60.2

0'

S87° 19' 15"W 121.32'

10.7

4'54

.80'

60.1

1'

S88° 47' 21"W 109.15'

C34

N02° 40' 45"W 2.71'

49.3

6'

S88° 47' 21"W 107.83'

S02° 40' 45"E 2.22'

C35

S87° 19' 15"W 122.58'

10.8

9'

C36

N87° 20' 57"W 121.27'

53.3

9'C3 7

N87° 43' 46"W 108.90'

C38

60.2

8'1.

91'N87° 20' 57"W 111.96'

34.6

0'

C39

45.7

2'

N87° 20' 57"W 118.14'

S02°

39'

03"

W 6

2.06

'

C40

N87° 20' 57"W 95.88'

N00

° 23'

36"

W 7

8.26

'

N87° 20' 57"W 98.12'

C41

N02

° 39'

03"

E 6

0.15

'

N02

° 39'

03"

E 6

5.00

'

S87° 17' 12"E 115.01'

S02°

39'

27"

W 8

2.87

'

C 4 2

69.5

1'69.3

8'

115.00'

60.0

0'60.0

0'

S87° 20' 57"E 115.00'

N87° 20' 57"W 115.00'

N02

° 39'

03"

E 5

8.40

' C43

S87° 20' 57"E 115.00'

60.0

0'

C44

S87° 20' 57"E 116.65'

S02° 39' 03"W 69.38'

C45

5.37'

N87° 19' 15"E 115.00'

S02°

40'

45"

E 8

1.70

'

5.35'32

.72'

115.00'

S02°

40'

45"

E 7

8.68

'

45.9

5'

N87° 19' 15"E 115.00'

S02°

40'

45"

E 7

8.68

'

N02

° 40'

45"

W 7

8.68

'

N70° 17' 59"E 116.09'

C46

C47

C49

C81

N89° 23' 48"W 100.59'

C82

S02°

40'

45"

E 9

3.28

'

C83

C92

C93

N89° 23' 48"W 104.02'

S47° 2

5' 28

"W 1

90.81

'

C96

S17°

05'

43"

W 1

18.8

6'

C97

S87° 20' 57"E 55.56'

115.

00'

67.06'

115.

00'

C98

71.38'C99

S02°

39'

03"

W 7

9.00

'

C21

S87° 17' 12"E 115.01'

S79° 14' 22"W 115.02'

C117

S87° 20' 57"E 433.94'

86.00'67.06'

60'

63.89'

C199

46.7

8'

N87° 20' 57"W 1630.30'

S89° 23' 48"E 87.86'

30.0' R/W - L2018383165

S87° 53' 12"E 17.50'

S01° 58' 38"W 14.09'

N01

° 58'

38"

E 2

83.5

3'

S01°

58'

38"

W 2

92.0

3'

N10° 09' 49"E 40.94'

S43° 25' 23"W 50.83'

N84° 55' 36"W 33.33'

S87° 13' 13"E 17.46'

S51° 02' 08"W 3.26'

S87° 20' 57"E 2.50'

190.38'

S81° 32' 42"E 356.26'

S02° 39' 03"W 46.79'

40.1

5'19

.85'

60.28' 37' BSL

35.00' BSL

C200

C201

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

E

N

W

S

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 7.0

18-211

r:\~

swop

e\18

-211

will

ow b

rook

e\fin

al p

lat\1

8-21

1 - f

p.dw

g - P

lotte

d on

6/2

5/20

20 2

:14:

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M @

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cale

of 1

:1 to

_au

toca

d pd

f (ge

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umen

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LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISIONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR 72703(479) 316-7440

00 60' 120'

XROW

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

FeATURe LINes

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

syMbOLs HATCHes

SET/FOUND COTTON SPINDLE

TELEPHONE PEDESTAL

WATER VALVE

LIGHT

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

POWER POLEMANHOLE

WATER METER

GAS METER

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SANITARY SEWER

SEPTIC LID

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

WV

YARD DRAIN ADA RAMP

FeATURes

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

℄℄

℄ ℄

SANITARY SEWEREASEMENTS (PERBK 2006 PG 515)

LIFT STATIONW/ FENCE

LIFT STATIONEASEMENTS(PER BK 2006 PG515)

WV

X

X

XXXXXXXX

06-0

3967

-000

mar

gare

t wic

ker

1310

cot

tonw

ood

r-1

zoni

ng

06-0

3966

-000

bria

na y

oung

1300

cot

tonw

ood

r-1

zoni

ng

06-0

3965

-000

gino

mar

co n

unez

1250

cot

tonw

ood

r-1

zoni

ng

06-0

3964

-000

rood

yn o

& e

mm

a l m

artin

ez12

40 c

otto

nwoo

dr-

1 zo

ning

06-0

3963

-000

crai

g a

& w

hitn

ey p

trud

o12

30 c

otto

nwoo

dr-

1 zo

ning

06-0

3962

-000

brad

ley

van

mcn

eil

1220

cot

tonw

ood

r-1

zoni

ng

06-0

3961

-000

cand

ace

n &

gav

in, j

ohn

apr

ince

1210

cot

tonw

ood

r-1

zoni

ng

06-0

3960

-000

angi

e de

nise

& jo

shua

len

mor

ris12

00 c

otto

nwoo

dr-

1 zo

ning

06-0

3959

-000

mic

hael

& s

andr

a fit

zger

ald

400

will

ow d

rive

r-1

zoni

ng

06-0

3958

-000

kjun

e llc

401

popl

ar ro

adr-

1 zo

ning

06-03957-000kjune llc

1160 cottonwoodr-1 zoning

06-0

0001

-002

Mic

hael

f &

lind

a ga

il br

ewer

1610

kim

mel

rda-

1 zo

ning

Will

ow D

rive

(50'

R/W

)

Cottonwood Dr. (50' R/W)

Popl

ar R

oad

(50'

R/W

) Cottonwood Dr. (50' R/W)

N: 743154.3755E: 644772.0431

: -001° 19' 09"Combined Scale Factor: 1.00002605

25' B.S.L.

20' B.S.L.

20' B.S.L.

X

FO FO FO FO FO FO FO FO

X

POB Tract D

UTILITY EASEMENTBEING DEDICATEDPER THIS PLAT.

06-0

0001

-004

fran

klin

t &

kim

berly

j br

ewer

kim

mel

road

av z

onin

g

Kimmel Road(Collector Rd - 60' R/W)

30.0' O/S 1/2"SIP

06-00007-004mid-continent concrete companykimmel road & buckhornc-1 zoning

Ast

er S

tree

t (50

' R/W

)

06-03947-000wirewood llc401 aster str-v zoning

06-00007-003jb hunt llcbuckhorn flats/kimma roada-v zoning

06-00007-009edward & wanda adkins1121 kimmel roadr-1 zoning

PONDPOND

PON

DPON

D

POND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

PON

D

POND

PON

DPO

ND

PON

DPO

ND

PON

DPO

ND

POND POND POND POND PONDPO

ND

PON

DPO

ND

OUTFALL

WET

WET

WET

WET WET WET WET WET

WET

WET

WET

WET

WETWET

WET

WET

WET

WET

WET

Tract DArea 1215466.74 sq ft

27.90 AC

20' U.E.20' U.E.

N87° 20' 57"W 943.14'

S02° 46' 47"W 925.77'

N02° 46' 47"E 3.69' S02° 46' 47"W 3.69' S87° 13' 13"E 760.00'

S02° 46' 47"W 8.68'S87° 13' 13"E 167.05'

S01° 07' 46"W 332.12'

BASIN OUTFALL STRUCTURE.(SEE DETAIL)

S87° 13' 13"E 95.00'

S87° 13' 13"E 280.00'

S02°

46'

47"

W 2

64.0

1'

N87° 20' 57"W 943.14'

170.1'

N02

° 46'

47"

E 6

61.7

6'

N87° 20' 57"W 943.14'N87° 20' 57"W 943.14'N87° 20' 57"W 943.14'

S02° 29' 24"W 1018.18'

Retention Lot AArea 472441.06 sq ft

10.85 AC

top-of-pond = 1258.25bottom-of-pond = 1251.50

normal WSE = 1254.32100-yr WSE = 1257.90

S02°

39'

27"

W 8

2.87

'69

.51'

60.0

0'60

.00'

S02° 39' 03"W 69.38'

S02°

40'

45"

E 8

1.70

'

5.35'

S02°

40'

45"

E 7

8.68

'S0

2° 4

0' 4

5"E

78.

68'

S87° 20' 57"E 433.94'

S87° 53' 12"E 17.50'

S01° 58' 38"W 14.09'

N01

° 58'

38"

E 2

83.5

3'

S01°

58'

38"

W 2

92.0

3'

N10° 09' 49"E 40.94'

S43° 25' 23"W 50.83'

N84° 55' 36"W 33.33'

S87° 13' 13"E 17.46'

S51° 02' 08"W 3.26'

S87° 20' 57"E 2.50'

190.38'

S81° 32' 42"E 356.26'

Project

Buckhorn Flats Rd

Dai

sy R

d

Kimmel Rd

Wom

ack

Rd

E

N

W

S

SHEET NUMBER:

DRAWING NAME:

DRAWN BY:

PREPARED DATE:

18-211 - FP.dwg

Certificate of Authorization № 2831

3511 SE J Street, Suite 9Bentonville, Arkansas 72712

479.685.8399 office479.250.4285 fax

Civil EngineeringConstruction Management

Municipal EngineeringLand PlanningLand Surveying

SWOPE ENGINEERING

JOB NUMBER

REVISED:

LIC

EN

SE

D

P

ROFESSIONAL SU

RV

EY

OR

Terry L. Ging

SIGNATURE

STATE OFARKANSAS

No. 1301

VICINITY MAPN.T.S.

Recording Block

FP 8.0

18-211

r:\~

swop

e\18

-211

will

ow b

rook

e\fin

al p

lat\1

8-21

1 - f

p.dw

g - P

lotte

d on

6/2

5/20

20 2

:14:

41 P

M @

a s

cale

of 1

:1 to

_au

toca

d pd

f (ge

nera

l doc

umen

tatio

n).p

c3 b

y C

LD

6/25/2020

CLD

5/13/2020

SOUTHWINDS SUBDIVISONPHASE 1

RIVERWOOD HOMES LLC3420 N PLAINVIEW AVE

FAYETTEVILLE, AR 72703(479) 316-7440

00 90' 180'

BASIS OF BEARINGARKANSAS STATE PLANECOORDINATE SYSTEM,(NAD-83) NORTH ZONE.

XROW

PROPERTY LINE

CENTERLINE OF ROADRIGHT-OF-WAY

BUILDING SET BACKUTILITY EASEMENT

ACCESS EASEMENTFENCE

SECTION LINE

FeATURe LINes

ASPHALT

GRAVEL

CONCRETE

FLOOD ZONE

POND

OFFSITE PROPERTY LINE

CURB AND GUTTERASPHALT PAVEMENT

FIRELANE FIRELANE STRIPINGSTORM PIPE

syMbOLs HATCHes

SET/FOUND COTTON SPINDLE

TELEPHONE PEDESTAL

WATER VALVE

LIGHT

COMPUTED POINT

STAKE ON LINE

RAILROAD SPIKETEMP BENCH MARK (ELEV.)

SET/FOUND 1/2" REBAR

FOUND STONESTATE MONUMENTFOUND PIPE

POWER POLEMANHOLE

WATER METER

GAS METER

SET / FOUND P/K NAIL

CURB INLET/ JUNCTION BOX

STORM WATERFIRE HYDRANT

ELECTRICAL BOX

SANITARY SEWER

SEPTIC LID

FENCE CORNER POSTSET/FOUND NAIL

SET/FOUND ALUM. MONUMENT

UTILITY SYMBOLS

WV

YARD DRAIN ADA RAMP

FeATURes

ADD CITY COMMENTS ANDREVISIONS 5/13/2020ADD CITY COMMENTS ANDREVISIONS 6/1/2020ADD CITY COMMENTS ANDREVISIONS 6/25/2020

REVISIONS:

SWOPE ENGINEERING Civil Engineering

3511 SE J Street, Suite 9 Bentonville, AR 72712 479-685-8399

June 25th, 2020 City of Centerton Planning Department 290 Main St. Centerton, AR 72719 Re: Southwinds Sudivision – SUB18-10 FP#3 Response to 6/22/2020 Final Plat Comments See comment response below in red. PLANNING General: 1. Add revision table and update with revised dates. Date has been updated to reflect

today and the revision block has been added. 2. Update all sidewalk and ADA ramp locations as installed (e.g. Lots 7, 11, 20-21, 28, 66,

85-87, 91). The actual installed sidewalks are shown. 3. Note on cover sheet does not match labels on sheets FP4.0 and 5.0 for 20’ DE/UE

along Womack; label on 4.0 says 10’ DE to remain in ROW and note on cover says 10’ UE to remain in ROW; label on 4.0 and 5.0 says 20’ UE/DE. Please clarify all labels to be consistent and clear across all pages. Please add the 10’ dimension to sheet 5.0 to clarify the extent of the UE/DE on the private lots.

The label has been changed to read 10’ UE/DE. The additional 10’ of easement does not need to be labelled because these facilities can be properly located within city ROW.

4. Legend does not match symbols used; ADA symbol added to legend, but not shown on plat sheets; inlet symbol on legend does not match symbol on plat sheets. This has been fixed.

5. Label centerline dimension on Womack and Kimmel, from C/L to BOC. Both centerline and BOC dimensions are added along Womack Road. We have added a dimension along Kimmel Road also.

6. Verify labels for 100yr elevations, top of pond, normal water level, and bottom of pond are correct; do not match last record document submittal. We have added the new elevations to reflect our most recent fieldwork.

7. Verify frontage requirement is being met on Lots 12 and 13 at front BSL. According to dimensions shown, they are not meeting. We have adjusted the lot lines to meet the 60’ frontage requirement.

Cover Sheet: 8. Verify two lines are required for owner’s dedication block. Remove if not needed. Please

note, only one notary signature is provided, so if there are two owners, they will need to sign together. Removed one of the signature lines for the dedication block, as only one is needed.

Sheet FP 2.1: 9. (Previous: Add signature lines for CECC owner signature block.) Signature line is for

developer. Changed the name on the signature lines below the CECC owner. Sheet FP 3.0: 10. Add section lines. Removed section lines from plat and from legend because none are

in the vicinity of this plat. Sheet FP 5.0: 11. (Previous: Please move monument sign and landscape easement from public Lot C, a

subdivision sign on a public park would be misleading. If moving to Magnolia Ln entrance, show easement on private lot.) Sign and easement not shown on FP5.0, per engineer response. We have removed the sign and easement from lot C.

ENGINEER 1. Sheet FP 2.1: Phase 1, Survey Description: The description has an error of closure of

167 feet. Check and correct. Legal corrected as a couple of directions were reversed. 2. Sheet FP 2.1: City Lot C Survey Description: The description has an error of closure of

26 feet. Check and correct. Legal corrected as a distance was found in error. 3. Sheet FP 2.1: Correct the description for Right-of-way Dedication #1 to describe the

triangle area in City Lot C being dedicated. Remove the other three Right-of-way Survey Descriptions. The legal for the ROW survey description reflects the triangle area.

4. Sheet FP 3.0: Scale up all text annotating the point of commencement at the SW Corner of the SE1/4 NW1/4 of Section 3. Text has been scaled up; and is the same for Tract D and the overall.

5. Sheet FP 3.0: Add the bearing and distance labels along the 2 courses from the POC to the POB PHASE 1. The bearing and distance labels along the 2 courses listed have been added.

6. Sheet FP 4.0: Submittal #2 Comment not addressed - Dimension the DE from either the SE of Lot 47 or NE corner of Lot 48, not from the BSL corner(s). (Submittal #1 review comment - Dimension the DE from the SE and NE corners of Lots 47 and 48.) I have added a dimension for the DE from the SE corner of Lot 47.

7. Sheet FP 4.0: What’s the purpose of the 2’ (TTP) label on Lot 47? This was to show the 2 foot difference on the South side of Lot 47 and the 2 foot difference between easement and setback, but it has been removed.

8. Sheet FP 4.0: Distance is missing from the north line of Lot 70. There is now a 60.00’ distance on the North line of Lot 70.

9. Sheet FP 4.0: Add a distance for the jog corner at the northwest corner of Lot 58. There is a 7.92 foot distance on the jog at the NW corner of Lot 58.

10. Sheet FP 5.0: Submittal #2 Comment not addressed - Add bearing and distance labels along the U.E. line being dedicated across City Lot C. Added the bearings and distances labels along the UE line across City Lot C.

11. Sheet FP 5.0: There is a new easement across Lot 1 and City Lot C. This easement, if to be dedicated by this plat, will need to be labeled and dimensions added relative to the southwest corner of Lot 1 and the northeast corner of City Lot C, and with a bearing and distance along a minimum of one easement line. Added a bearing and distance along the South line of that easement along with a dimension from the North property line.

12. Sheet FP 5.0: Add curve label C178 back for Lot 1. Curve is added back and renamed to C194.

13. Sheet FP 5.0: Bring the bearing and distance label along the south line of Retention Lot B to front. Brought to front

14. Sheet FP 5.0: Bring the distance label along the south line of Lot 15 to the front. Brought to front

15. Sheet FP 5.0: The 30’ R/W – Book 2017, page 46553 reference below Kimmel Road is incorrect. Book 2017, page 46553 conveyed 25’ of right-of-way to the City of Centerton and an additional 5’, for 30’ of total R/W was dedicated by the Willow Crossing Split plat, L201838165. Label the existing R/W accordingly. I have changed the note to reflect L2018383165.

16. Submittal #2 Comment: The record instrument, Book 2006, page 515, listed for the north-south easement across Retention Lot A south of the Lift Station Easement did not create this easement. Check with City of Centerton Utilities Department and if a record instrument does not exist, dedicate this easement area with this plat. Submittal #3 Comment – I have re-reviewed the record plat of Willow Crossing Phase 1, Plat Book 2006, pages 513-515 and there are no easement descriptions for any off-site easement dedications. If no record instrument exists for these utilities south of the lift station, then an easement will need to be dedicated by this plat. Added distances and bearings along the easement that is being referenced in this comment. Also tied down the easement and the note to be dedicated per this plat is also on the plat.

17. Add “Basis of Bearing” statement that is compliant with City Checklist. Adding the convergence angle and combined scale factor at the southwest corner of the SE1/4 NW1/4, as depicted on Willow Crossing Split plat, L201838165, will meet this requirement. Added the proper note as listed in the referenced split.

Regards,

Phil R Swope, PE President

Page 1 of 2

SUB18-10 AB#2 Southwinds Phase 1

06/30/20 SENT

Submittal Date: 6/25/20 Plans dated: 6/5/20 Drainage Rpt dated: May 2020

It shall be noted that our review of this submittal is limited to general compliance with jurisdictional Codes and Regulations and does not serve to warrant your design or relieve the developers of any requirements, even if errors, omissions, or inadequacies are discovered after plan approval. The jurisdictional requirements shall govern over any conflicts with the plans or specifications and any conditions determined in the field which require changes shall be subject to further review and corrective action.

Centerton Planning Department 290 Main St., PO Box 208 Centerton, AR 72719 (479) 795-2750 Ext. 27

CENTERTON STAFF SUMMATION OF COMMENTS

PROJECT INFORMATION Project Engineer: SWOPE ENGINEERING / PHIL SWOPE, (479) 685 8399, phil@civilfirst.com Owner/Developer: RIVERWOOD HOMES, LLC / (479) 316-7440 / Mark Marquess

markm@riverwoodhomesnwa.com, Tal Hudson talh@riverwoodhomesnwa.com

PLANNING – N GIBBS/D WONSOWER ☐ No Comments ☒ Comments Received 06/30/20 General: 1. Ensure all plans are legible, complete, and overlapping text removed (e.g. C1.0-overlapping

tables; C4.2 unknown boxes along Kimmel Rd). Cover Page 2. Ensure plan set is complete or updated sheet list accordingly (e.g. C1.1, 1.2, and C2.0 are on

index, but not included in set. Overall Site Plan (sheet missing from set; unable to confirm comments): 3. Show basis of ROW for Kimmel Rd and Womack Rd. 4. Many labels too small to read. 5. Two north arrows are provided on this page. The one of the left is partially covered by the word

“Match line.” 6. Show pond limits, top of pond, 100-year elevation, wet elevation, and bottom of pond. Top of

pond labels on north side point to the middle of the pond. 7. Recommend increasing scale of individual items under storm catch basin item in the legend 8. Sign locations are missing. 9. Location of “limits of widening” on Kimmel Rd unclear. Grading Plans: 10. Add yard drain symbol to legend. 11. Previously comments to label scour stop in retention lot A and B. Engineer responded area

shown, however they do not seem to be shown.

ENGINEER – JOHN WARY - MSE ☐ No Comments ☒ Comments Received 06/25/20 Plans: 1. Include all drainage structures as built shots in point tables. There are no storm structure rims and

inverts found in the point table on C1.0.

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SUB18-10 AB#2 Southwinds Phase 1

06/30/20 SENT

Submittal Date: 6/25/20 Plans dated: 6/5/20 Drainage Rpt dated: May 2020

It shall be noted that our review of this submittal is limited to general compliance with jurisdictional Codes and Regulations and does not serve to warrant your design or relieve the developers of any requirements, even if errors, omissions, or inadequacies are discovered after plan approval. The jurisdictional requirements shall govern over any conflicts with the plans or specifications and any conditions determined in the field which require changes shall be subject to further review and corrective action.

Centerton Planning Department 290 Main St., PO Box 208 Centerton, AR 72719 (479) 795-2750 Ext. 27

2. Include as built information for yard inlets and piping systems, including profiles for drainage around lots 53 -61.

3. Provide legible contours on the grading plans. Provide contour labels in SW pond and show contours crossing streets.

4. Provide correct elevation information (top of pond, 100 yr WSE, wet elevation, etc) for the retention basins. This information needs to match the as built drainage report information on all plan sheets.

5. Correct contours in SE basin. 6. Clean up misc overlapping linework in profile on C6.5. 7. Adjust hatch for base backfill under streets on Sheet C7.0. 8. Provide details of modified inlets along Womack Rd. 9. Storm system information on storm profiles does not match the information in the drainage report. 10. Correct information on basin profiles and outlet structure detail on C10.0. This information does

not match what was observed during the as built survey on 6-25-2020. Drainage Report: 11. As built survey of retention basins does not match the input data in the Pond Reports in the drainage

report. 12. The as built survey of the SE basin shows the 100’ overflow weir to be at elevation 57.77 on one

end and 57.52 on the other end. The Report models this at 57.55. Provide an explanation of how this weir is being modeled correctly since it is not level.

13. The output information in the hydrograph summary in the report does not match the narrative nor tables in multiple places provided in the narrative portion of the report.

STREET / DRAINAGE - RICK HUDSON ☒ No Comments ☒ Comments Received

05/19/20 1. No comments.

CENTERTON WATER & SEWER – FRANK HOLZKAMPER ☐ No Comments ☒ Comments Rec’d 06/26/20 1. The last As-Built had "Point Tables" for water meters, etc... This set only has one page. Missing

C1.1 and C1.2 which I suspect is where these GPS coordinates are. Final As-built must have all GPS coordinates identified.

FIRE DEPT COMMENTS – PAUL HIGGINBOTHAM ☒ No Comments ☒ Comments Received 06/25/20 1. No comments.

CITY OF CENTERTON ♦ Planning Department

290 MAIN ST. ♦ P.O. BOX 208 ♦ CENTERTON, AR 72719 PHONE (479) 795-2750 Ext 21 / FAX (479) 795-2545

planning@centertonar.us

Southwinds Phase 1 (SUB18-10) Site Inspection #2 Various (Friday, June 25 – Wednesday, July 1, 2020)

Departments conducted independent follow-up final site inspections of Southwinds Subdivision PH1 (SUB18-10 FI#2) between the dates of Fri. 6/25 and Wed. 7/1, and returned the following punch list items:

Public Works: 1. Repair curb in several location that have chips and scuffs grouting and type II brush finishing is

acceptable. 2. Remove plastic from ADA ramps. 3. Remove debris from right-of-wat larger than 2”.

Engineering: 4. Contractor is still working on corrections along Womack (as of inspection Friday) 5. Cross-slope of west curb ramp at Lakeview & Kimmel exceeds 2%. 6. It is not clear that adequate grading has been done to direct runoff towards yard drains. While the

rims have been lowered and grading immediately around them, will this prevent ponding from runoff onto Womack property?

7. Due to the concerns of the neighbors along Womack Rd, please provide as built plans of the yard inlet systems including the grading around the inlets, so we can be assured the inlets will work.

Centerton Utilities: 8. Sassafras & Magnolia - Manhole lower than curb, needs riser ring and retest. 9. Kimmel and Womack - Approx 120' E. Of intersection (at sewer main sign). Concrete ring is

uncovered, needs valve box uncovered, and ring grouted to valve box. 10. (NEW) Holly & Womack - valve box needs plumbed over valve, adjust for elevations grout

concrete ring 11. (NEW) Magnolia & Womack- need valve box and concrete ring found and uncovered 12. (NEW) Kimmel & Lakeview - Missing sewer staking 2nd lot into subdivision, E. Side of Lakeview. 13. (NEW) Sassafras & Holly - missing sewer staking all on W. Side of Holly.

1 N. Of Sassafras 2 S. Of Sassafras 3 2nd lot S. Of Sassafras

14. (NEW) - damage to appurtenances due to rework in the area. Planning & Misc. Documentation:

15. General cleanup still needed with debris and rock piles in some locations (e.g. Lot 18, 46-45, 59-61, Womack Rd), and tracking onto road (e.g. near lots 46-44).

16. Ensure all ADA ramps are backfilled and stabilized appropriately (e.g. Lot 62).

Please coordinate with respective City Departments for clarification as needed. Please contact the Planning Department when these items have been completed and we will help coordinate a more formal final site inspection.

Please feel free to contact me with any questions.

Thank you, Nicole Gibbs Nicole C. Gibbs Senior Planner, City of Centerton (479) 795-2750 Ext. 29 ngibbs@centertonar.us

PC MEETING DATE: Project #: MOV20-02 Date: 6/8/20

TO: CENTERTON PLANNING COMMISSION FROM: CENTERTON PLANNING STAFF PLANNER: DONNA WONSOWER

PROJECT INFORMATION

PROJECT NAME: Gonzales Moving Permit APPLICANT/OWNER: Rigoberto Gonzales ENGINEER/SURVEYOR: N/A PROPERTY ADDRESS 8550 N Tycoon Rd OVERVIEW:

SUBJECT PROPERTY

SHADY ACRES RD

HUBER RD

N T

YCO

ON

RD CE

NTE

RTO

N

BEN

TON

VILL

E

CENTERTON BENTONVILLE

PC MEETING DATE: Project #: MOV20-02 Date: 6/8/20

1. Retroactive: The structure was relocated from Avoka, AR on September 30, 2019. The applicant has expressed that he had spoken to his moving company and was assured that all necessary permits would be acquired as part of the contract to relocate the structure. However, a moving permit was not acquired from the City of Centerton prior to moving the Mobile Home into the city. This permit is being acquired retroactively.

2. Description of structure relocated: 32’ x 76’ 2014 SOLS Manufactured Home

3. Current Location of structure: 8500 N Tycoon Rd

4. Length of time: Permanent.

5. Zoning: The current and proposed location of structure are the same parcel, zoned A-1. All surrounding property is zoned A-1. However, the property is only 3.33 acres, and as such does not meet the minimum lot size for an A-1 lot. It does meet the lot requirements for a residential estate lot, where a manufactured dwelling is a permitted use.

6. Water, Sewer, and Electric connections, and Wastewater disposal: Public Water is available; Public Sewer and Electric services are not available. Per the building Department, no utilities inspections will be done until the moving process is approved by ordinance. Once approved permits for utilities will be applied for, reviewed, and permitted.

1. Application (8.20.02): Application was received on 6-4-20 2. Fees (8.20.03): Application Fee of $100.00 was paid to the Centerton Building Department

3. Inspection by PC (8.20.04): All inspections are to be conducted by Department of Building

Safety which will include foundation and exterior connections to services.

4. Clean-up Responsibility (8.20.06): Clean-up is responsibility of property owner.

5. Bond (8.20.07): Bond can be required by the Council with the amount is to be determined by the Planning Commission for the amount of the work to be done. Building Department responsible for notifying Planning Commission if required.

6. Bond – Damage to Streets (8.20.08): The City Council may at its discretion require the

applicant to give a separate and additional bond to the City of Centerton in an amount to be fixed by the City Council to ensure payment for any damage which the applicant may cause to any public property, streets, sidewalks, trees or shrubs in the moving of any building or structure. Request waiver, see #7.

7. Variance and Waivers (8.20.09): The following waivers are being requested from Chapter

8.20 Moving of Buildings: a. Waive requirement of additional bond for protection of damage to streets (8.20.08)

as moving is complete.

PC MEETING DATE: Project #: MOV20-02 Date: 6/8/20

b. No variances from the zoning regulations are required; the site is large and proposed placement of structure complies with zoning and setback requirements.

8. Penalty (8.20.10): Any person, firm or corporation violating any provision of this chapter shall

upon conviction be deemed guilty of a misdemeanor and be fined in any sum not less than $100.00 nor more than $500.00, and each day that such violation continues shall be a separate punishable offense. (Ord. No. 2010-22, Sec. 10)

STAFF FINDINGS:

1. Residential building setback requirements in RE: Front 35’, Rear 25’, Side 15’, Street Side 35’. The structure as depicted in existing aerials appears to meet these setbacks.

2. Conditions for PC consideration for approval of the Moving Permit for 9300 N Tycoon Rd.: • Complete all requirements of Building Safety and Fire Department

Staff Comments No Comments Comments - Yes

John Wary – City Engineer ☒ ☐ Received 6/30/20

Rick Hudson – Street & Drainage ☒ ☐ Received 6/30/20

Paul Higginbotham – Fire Dept ☒ ☐ Received 6/11/20

Frank H. – Water & Sewer, CU ☒ ☐ Received 6/18/20

Robert Coffelt– Bldg Inspect ☐ ☒ Photos of unit were taken and sent to planning for commission and council for review. Unit has been placed on lot on Tycoon and no utilities or inspection have been done until process is approved by ordinance. Once approved permits for utilities will be applied for, reviewed, and once approved permitted. Inspections will commence once permits released.

PC MEETING DATE: Project #: MOV20-02 Date: 6/8/20

MANUFACTURED HOME PHOTOS AND TAGS

PC MEETING DATE: Project #: MOV20-02 Date: 6/8/20

ADJACENT PROPERTIES

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