PC MEETING DATE: 4/21/2020 Project #: SUB20-03 Date: 2/25/20

TO: CENTERTON PLANNING COMMISSION

FROM: CENTERTON PLANNING STAFF

PLANNER: DONNA WONSOWER

PROJECT INFORMATION

PROJECT NAME: SHORT SUBDIVISION APPLICANT/OWNER: Short Revocable Trust, Loyd Wayne (Trustee Tim Short), ENGINEER/SURVEYOR: Arkoma Surveying (Lance Mathis) PROPERTY ADDRESS / LOCATION:

ADJACENT TO BELLA VISTA BYPASS AT INTERSECTION OF BELLA VISTA, BENTONVILLE AND CENTERTON PLANNING AREAS

ZONING: NA Acreage: 422.14 S-T-R SUBD. NA

LOT BLOCK PID# NA NA 18-009642-000, 18-09641-000,

18-09637-000, 18-09812-000

OVERVIEW:

1. Parent parcels 18-09642-000 (174.13 ac), 18-09461-000 (85.88 ac), 18-09637-000 (86.92 ac), and 18-09812-000 (80.67 ac) are located in Benton County partially within the unincorporated Bella Vista Planning Area and the unincorporated Centerton Planning Area.

2. The parcels are crossed by Stated Highway 549, also called the Bella Vista Bypass. All land north of the Bypass is in the Bella Vista Planning Area and has been subdivided into a separate lot.

3. The parcels are owned by the Short Revocable Trust, under the trustee of Tim Short. It is the intention of this minor subdivision to split the approximately 427 acres among the family. Development is not being considered at this time.

For Administrative Approval subject to outstanding Staff review comments; to be ratified by PC at next available meeting or PC Approval with contingency of addressing all of staff’s comments.

STAFF FINDINGS:

ROW DEDICATION: Bella Vista is requesting an increase to 60’ of total ROW dedication in their planning area. We are currently awaiting confirmation that the plans meet their approval. Centerton and Bentonville are not requesting ROW dedication at this time.

ACCESS: All of the lots have access to existing roads. Short and Punkin Hollow are both arterial roads on the proposed master street plan (Short Rd- Minor Arterial 90’ Total ROW; Punkin Hollow- Major Arterial 100’ Total ROW).

PC MEETING DATE: 4/21/2020 Project #: SUB20-03 Date: 2/25/20

STREETS: No street improvements are being required. UTILITY SERVICES: Centerton has rural water mains on these properties. Any extensive development would require an increase in the size of the mains. Existing connections also exist to power and fiber. SEPTIC: There is a septic system with the existing house. New system locations are not being requested due to the large sizes of the resulting lots. CREEKS AND STREAMS: The national wetlands inventory map depicts several riverine creeks/streams and at least one freshwater pond on the parcels. Due to the large size of the parcels being created and minimal plans for development, these are not likely to be substantially impacted. Based on the information available, staff finds the plat to be in conformance with Centerton Municipal Code, contingent on the rezone and staff comments being addressed.

Staff Comments No Comments Comments - Yes

Donna Wonsower – City Planner ☐ ☒ 4/9/20 Received

Keith Sikes – City Engineer ☐ ☒ 4/10/20 Received

Rick Hudson – Street & Drainage ☒ ☐ 3/3/20 Received

Paul Higginbotham – Fire Dept ☒ ☐ 2/27/20 Received

Frank H. – Water & Sewer, CU ☐ ☒ 3/5/20 Received

Robert Coffelt– Bldg Inspect ☒ ☐ 2/27/20 Received

Benton County Planning ☐ ☒ 3/5/20 Received

Bella Vista Planning ☒ ☐ 3/4/20 Received

Bentonville Planning ☒ ☐ 3/12/20 Received

PLANNING – DONNA WONSOWER ☐ No Comments ☒ Comments Received Date Received: 2/26/2020

1. Show planned future ROW for roads on the plat (Short Rd- Minor Arterial 90’ Total; Punkin

Hollow- Major Arterial 100’ Total). Label should read “Planned future ROW.” NOTE: This only

applies to roads in the Centerton Planning area. Bella Vista Planning has provided their own

dedication requirements in their comments. Bentonville Planning has not provided dedication

requirements.

2. Recommend changing line type of wetlands for legibility.

3. Survey will be printed in black and white for filing. Ensure all line types and pages will be legible

in greyscale.

4. 1/16 Section line and road easement line types shown the same in the legend. Update to

different line types.

5. All Benton County recording blocks should be 2” high x 3.5” wide unbordered.

PC MEETING DATE: 4/21/2020 Project #: SUB20-03 Date: 2/25/20

6. Include lot width and area requirements, setbacks, and proposed uses in a table or note. Add

note that setbacks will be from planned ROW.

7. For lots with water access, add the note “These tracts have access to public water system

connection.” For lots without waterline access, add the note, “This property is not serviced by

nor have access to a public water system connection at this time.”

8. Move the planning area hatches to the general legend on the 1:500 overall page rather than

using a separate legend.

9. On the 1:200 scale pages, the labels should read city “planning area” rather than zoning.

10. Update Zoning Note to include Bentonville planning area.

11. On page 6, show centerline of Punkin Hollow Rd.

ENGINEER – KIETH SIKES - MSE ☐ No Comments ☐ Comments Received Date Received: 3/11/2020

1. Benton County Assessor Records and Quit Claim Deed Book 2013 page 4897 indicate this

property is owned by The Loyd Wayne Short Revocable Trust. Timothy Short and any other

surviving Trustees will need to be signors of the plat before filing. List The Loyd Wayne Short

Revocable Trust as the record owner unless title has been conveyed to another and if so,

reference the current owner and that record instrument on this plat.

2. The convergence angle provided will need to indicate the specific point where that relates to

True or Geodetic North on your survey. If this convergence angle is based on a GNSS base setup

and OPUS Processed Solution or is relative to a forty corner or other boundary corner near the

middle of the project, indicate where that specific point is on your plat.

3. The Zoning hatch on Sheet 1, both across the lots and in the “Zoning Legend” box, will need to be

hatched differently and not based on a different colored dot hatch, due to there will be no

differentiation once these sheets are recorded, scanned, and printed in only black & white.

4. In all Legends and on all sheets, differentiate if Utility Easements are “Existing”, being

“Dedicated”, or both.

5. What’s the purpose of “LESS & EXCEPT TRACTS” noted with all quarter-sections and acreages?

Aren’t the less and except tracts described in the Parent Tract description all those properties

that are not included in (outside of) the Parent Tract and ultimately, outside of the platted lot

boundaries? Suggest removing all those within the Parent Tract and add the text “Less & Except

Tracts” to all those areas that are excluded from and outside of your perimeter and lot

boundaries.

6. In review of Lot 1: add dimensions to the possession line fence where that crosses L15 boundary

line, from the corner at the east end of L15 west to fence crossing and also south to fence

crossing; include type/dimension of all AHTD monuments in all legends where those are

depicted, not just on sheet 1; Add a leader to illustrate that the 0.18 acres in the SW1/4 NW1/4 is

north of the ARDOT boundary; remove that part of the County Road dedication shown to be

within/over Tract 105E1; add County Road dedication east of the L8 centerline.

PC MEETING DATE: 4/21/2020 Project #: SUB20-03 Date: 2/25/20

7. In review of Lot 2: Show the Road and Utility Easement dedication to include the area south of

Punkin Hollow Road along the south boundary line; add dimensions from the east and west ends

of L40 boundary line (previously L43) to the fence.

8. In review of Lot 3: change the word “Tract” to the word “Lot” for the POB of Lot #3; add

dimensions from the east and west ends of L49 boundary line to the fence; check and correct the

acres in that part of Lot 3 in the SW1/4 NE1/4; remove that part of the County Road dedication

shown to be within/over Tract 105E2.

9. In review of Lot 4: add dimensions from boundary line to the fences along L71, L72, L141, and

L143 (previously L72, L73, L140, L142); check and correct the acres in that part of Lot 4 in the

SW1/4 NE1/4; remove that part of the County Road dedication shown to be within/over Tract

105E2.

10. In review of Lot 5: add dimensions from boundary line to fences along L144, L145, L201, and L202

(previously L143, L144, L200, L201).

11. Add Parcel number for 14.25 acre out lot.

12. The record blocks at the top right should be modified to remove the line at the top and right. The

Circuit Clerk’s file stamp of record instrument number and date may be illegible if those are not

removed. The record blocks on sheets 4-8 do not meet the 2” x 3 ½” size requirement.

13. Please print and check that all light-colored text will still be visible when this plat is printed in

black and white. Only provide black and white prints of the plat when issued for original

signatures and filing.

CENTERTON WATER & SEWER – FRANK HOLZKAMPER ☐ No Comments ☒ Comments Rec’d Date Received: 3/5/20

1. Any further splits will require water line upgrades. The lines in this area were installed for rural water supply and not for dense developments.

BELLA VISTA- DEREK LINN ☐ No Comments ☒ Comments Received DATE RECEIVED: 3/4/2020 + WAITING NEW REVIEW COMMENTS 1. Per the Bella Vista design standards and Master Street Plan, a 60’ r/w dedication (30’ from

centerline) is required for portions of the public roads within the BV Planning Area (north of Hwy 549). Code link: https://library.municode.com/ar/bella_vista_city/codes/code_of_ordinances?nodeId=PTIILADEOR_CH107SUOTDE_ARTIXDEST_S107-249SUDEST MSP Link: https://www.bellavistaar.gov/document_center/Businesses/Economic%20development/City%20Plans%20&%20Maps/Master%20Street%20Plan%20Map.pdf

2. Note: none of the subject lands are within the city limits of Bella Vista. Rather, the unincorporated lands north of 549 are within the Bella Vista Planning Area.

– –– –– –

SUB20-03 SHORT SUBDIVISION

(MINOR)

OAKTREE SUBDIVISION

PUNKIN HOLLOW

WATERFORD PARK

ADDITION

CARDIGAN SUBDIVISION

BENNINGTON SUBDIVISION

WATER-LOU ESTATES

BIG SKY SUBDIVISION

BELLA VISTA PLANNING AREA

BENTONVILLE PLANNING AREA

BELLA VISTA PLANNING AREA

BENTONVILLE PLANNING AREA

CENTERTON PLANNING AREA

LOT 1

LOT 2

LOT 3 LOT 4

LOT 4

LOT 5

SUB20-03 Short Subdivision

U.S. Fish and Wildlife Service, National Standards and Support Team,wetlands_team@fws.gov

Wetlands

Estuarine and Marine Deepwater

Estuarine and Marine Wetland

Freshwater Emergent Wetland

Freshwater Forested/Shrub Wetland

Freshwater Pond

Lake

Other

Riverine

April 14, 2020

0 0.5 10.25 mi

0 0.75 1.50.375 km

1:28,871

This page was produced by the NWI mapperNational Wetlands Inventory (NWI)

This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site.

PC MEETING DATE: 4/21/20 (FOR DISCUSSION ONLY)

SUB19-12 Bliss Twin Homes DATE: 4/16/20

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

PROJECT INFORMATION

PROJECT NAME: SUB 19-12 #4 BLISS TWIN HOME SUBDIVISION APPLICANT/OWNER: DEVELOPER: ROTH FAMILY; OWNER: VEERENDRA RAVIPATI ENGINEER/SURVEYOR: BATES & ASSOCIATES / CHRISTIAN MCGUIRE PROPERTY ADDRESS: 864 BLISS ST, CENTERTON, AR

ZONING: RTH-D ACREAGE: 7.98 S-T-R: 32-20-31 PID# 06-00050-051

OVERVIEW:

1. Applicant has submitted preliminary plat and plans for Bliss Street Duplex Subdivision, which includes 52 twin homes (two-family townhomes), two non-buildable lots (one detention lot, and one common lot for secondary access onto Gamble Rd) on 18.15 Ac at 864 Bliss St (PID# 06-00050-051); zoned RTH-D, Residential Townhouse Duplex.

2. Variance Requests: Variances have been requested for the following items. a. A reduction to the side setback to 7’ from 10’ for all lots. b. Lot width reduction to 40’ from 42.5’ for al interior lots and lot 2. Lot 2 would also fall

below minimum area requirements (4,250 sf) to 4,000 sf. c. Reduction of street side setbacks to 20’ for lots 40 and 41 d. Insufficient frontages for lots 12, 13, 14, 1, 20, and 21 where lots do not meet 80%

frontage requirements 3. Waiver Requests: Waivers have been requested for the following items.

a. 100-year WSEL intrudes into proposed 20’ Utility Easement b. Waiver from 10’ maintainable area around the pond c. Maximum width of driveways exceeding ½ of lot width d. Driveway closer than 30’ to the beginning of a curb intersection radius.

4. For PC Discussion 4/21/20 regarding variances, waivers, and staff comments on functionality of

proposed layout of subdivision.

STAFF FINDINGS:

WAIVER REQUESTS:

A. 100-YEAR WSEL INTRUDES INTO PROPOSED 20’ UTILITY EASEMENT Applicant Explanation: The eastern portion of the detention pond intrudes by about 9.7’ into utility easement. There are no utilities being proposed in this portion. A sewer

PC MEETING DATE: 4/21/20 (FOR DISCUSSION ONLY)

SUB19-12 Bliss Twin Homes DATE: 4/16/20

main will be running adjacent to the pond under the 8’ wide berm. The size of the pond is necessary to adhere to Centerton drainage requirements.

Planning Findings: Important to note that the 100 yr. WSE encroaches the 9.7’ but the Top of Pond encroaches 15’+ into the utility easement. If there are no utilities proposed, then remove the UE. The UE goes from along the frontages of the lots, and into the pond area, but it is unclear if it includes all that area east to the ROW. On the west side of the pond, the inner slope encroaches into the UE around 5’+/-.

► Public works and utilities support this request. Engineering and Building have not responded. Fire has no comment. Planning does not support this request as this is insufficient space for franchise utilities that may need to travel through this easement.

B. 10’ MAINTAINABLE AREA AROUND THE POND

Explanation: An 8’ berm is being provided around the pond for access. The pond will sit along Bliss street that will provide adequate access to pond for any future maintenance. Staff Findings: The 8’ berm is located partially within the 20’ UE adjacent to Bliss. The maintainable area can be considered as part of the 20’ UE in level areas. On the flipside, UE can be located within the detention pond extent as long as it is not in the inside slope of the pond. However, the maintainable area extends onto Lots 31 and 50 on the north side. In addition, the building setback line for lots 31 and 50 do not meet the minimum requirement of 20’ distance from the 100-year WSEL but is shown as 15’. ► Public works supports this request. Engineering and Building have not yet responded. Fire and utility have no comment. Planning partially supports this request except along north side of pond where it is shown on the adjacent residential lots. Need to increase distance from 100-yr to WSE from 15’ to 20’ to comply with drainage and flood code.

C. MAXIMUM WIDTH OF DRIVEWAYS EXCEEDING ½ OF LOT WIDTH.

Explanation: The unit are proposed with 2 car garages. A majority of the lots will have the width to meet the requirement. Lots with curved frontage will exceed the ½ lot width requirement. Drainage infrastructure will be provided to accommodate all proposed impervious area. Staff Findings: (Code 9.05.01D) Driveway widths cannot exceed ½ the distance of the lot width.

PC MEETING DATE: 4/21/20 (FOR DISCUSSION ONLY)

SUB19-12 Bliss Twin Homes DATE: 4/16/20

Driveway of concern are on Lots 12-14, 20 & 21. Exhibits have been provided for Lots 12-14. Driveways are shown as 18.8” but the code requires that the driveway be garage width +2’. Using a minimum width of 20’ and consider a margin of error due to the small scale, the following is determined for each lot:

1) Lot 12 = 20’/Chord at ROW 30.43’ = 65.72% > 50%; Width at curb is 25’ less 7’ UE

= 18’ which will NOT accommodate 20’ driveway. 2) Lot 13 = 20’/chord 31.65’=63.19%>50%; Width at curb 26’-27’ and need to allow

for 7’ UE on one side. Need more accurate information on lot width at curb in order for 20’ driveway to fit.

3) Lot 14 = 20’/31.77’ = 62.95% > 50%; Width at curb is 28’ less 7’ UE=21’ which will accommodate 20’ driveway.

4) Lot 20 = 20’/41.4’-12’ fire lane (29.4’) = 68.03%>50%; Width at curb = 37’ less 10’ UE less 12’ Fire Lane = 15’ which will NOT accommodate 20’ driveway.

5) Lot 21 = 20’/38.22’-12’fire lane = 76.28%>50%; Width at curb = 30’ less 10’ UE less 12’ Fire Lane = 8’ which will NOT accommodate 20’ driveway.

► Public works supports this request. Engineering and Building have not yet responded.

Fire and utility have no comment. Planning supports the waiver to allow driveway > 50%; however, recommends that PC approval be only for those lots of 13 & 14 which can accommodate a 20’ driveway without encroachment into the UE along the sides of the lots from curb to SB.

D. DRIVEWAY CLOSER THAN 30’ TO THE BEGINNING OF A CURB INTERSECTION RADIUS.

Explanation: For lot 1 along Bliss, the proposed driveway would fall approximately 25’ away from curb radius. Considering the driveway will be on the west side adjacent to outbound traffic of the subdivision, the reduction in distance from curb intersection should not pose additional safety hazard. Staff Findings: (Code 9.05.01 C applicable to Lots 1 & 2) Exhibits have been provided on the plans proposing a single driveway for both Lots 1 & 2 in the ROW of 20’ and then widening to total width of approx. 37’ behind the sidewalk/ROW (18.5’ for each lot). The single 20’ driveway design is illustrated at 31’ from curb radius. If a normal driveway of 20’ for each lot was provided, it would begin approx. 21’ from curb radius.

► Public works and Planning supports this request. Engineering and Building have not yet

responded. Fire and utility have no comment. Planning recommends that the waiver to allow the 21’ from curb radius to allow for a 20’ driveway approach on each lot would be a preferable built condition.

PC MEETING DATE: 4/21/20 (FOR DISCUSSION ONLY)

SUB19-12 Bliss Twin Homes DATE: 4/16/20

Variance Requests: Variances have been requested for the following items.

a. Lot width reduction to 40’ from 42.5’ for all interior lots and lot 2. Lot 2 would also fall below minimum area requirements (4,250 sf) to 4,000 sf. This variance has been requested with the lot size reduction in order to create room for the detention pond to be moved outside of the 20’ UE along Bliss.

b. A reduction to the side setback to 7’ from 10’ for all lots. This variance has been requested with the lot size reduction in order to create room for the detention pond to be moved outside of the 20’ UE along Bliss.

c. Reduction of street side setbacks to 20’ for lots 40 and 41. This variance has been requested in order to allow the lots to move and provide the minimum of 20’ minimum distance from the 100’ WESL to the BSL.

d. Insufficient frontages for lots 12, 13, 14, 1, 20, and 21 where lots do not meet 80% frontage requirements. This variance has been requested for the lots along the curve of the roads where lots narrow at the front and the 80% frontage requirements are not met.

Interior Street Design: Interior 30’ BOC street proposed as a loop with two street connections proposed onto Bliss Street, with the east street aligning with Sun Meadows Drive. Concerns: 1) The two curve radii of east loop are too sharp for emergency vehicles to navigate. 2) Consider using a suffix representative of a “Loop” instead of Ct. (i.e. Bend, Arch, Circle, Crescent, Curve, Village, Trace, Way…) Fire Access: A 24’ reinforced sod fire lane connects “Sun Meadows Ct” to “Gamble Rd” to meet fire access requirements. Fire lane signage needs posted at each end of the street connections and halfway between. The fire lane connection to Sun Meadows Ct must be mountable curb. ROW Dedications: 30’ of ROW from the property line shall be dedicated along both Bliss and Gamble. Adjacent Street Improvements: 5’ Sidewalk proposed along the Bliss and Gamble with the existing pavement width being maintained. Curb & gutter currently exists along both Bliss and Gamble. No further street improvements are being proposed; however, Public Works is requesting that inlet box along Bliss Street at west property line be moved further west to the drainage box crossing under Bliss. Drainage:

a. Detention Basin: Applicant is requesting waivers to address deviations from the design requirements and staff concerns as stated above.

b. North Rear Lots: Public Works concerned with grading along the rear of the northern Lots 14-20 which collect the flow of water from the two swales at the end of the cul-de-sacs from the North Forty Subdivision and convey it to the east.

PC MEETING DATE: 4/21/20 (FOR DISCUSSION ONLY)

SUB19-12 Bliss Twin Homes DATE: 4/16/20

Drainage Report: Engineering review of the drainage report calls for further investigation for any inadequacies downstream to ensure there are no issues that might be exacerbated by stormwater flows from this development as well as additional calculations. Open Space: Because the fire lane has been changed to reinforced sod rather than asphalt, Lot B could be utilized as open space/park area.

Staff Comments No Comments Comments - Yes

Donna Wonsower – City Planner ☐ ☒ Received 4/13/20

John Wary – City Engineer ☐ ☒ Received 4/10/20

Rick Hudson – Street & Drainage ☐ ☒ Received 4/8/20

Paul Higginbotham – Fire Dept ☐ ☒ Received 4/9/20

Frank H. – Water & Sewer, CU ☐ ☒ Received 4/8/20

Robert Coffelt– Bldg. Inspect ☐ ☒ Received 4/13/20

7230 S. Pleasant Ridge Dr / Fayetteville, AR 72704

PH: 479-442-9350 * FAX: 479-521-9350

April 13, 2020

Lorene Burns, Director of Planning

John Wary, P.E., Contract City Engineer

City of Centerton - Planning Department

290 N. Main Street

P.O. Box 208

Centerton, AR 72719

Dear Mrs. Burns,

As part of the proposed development for the preliminary plat located at 864 Bliss St., we would like to

propose the following variances.

1. Lots 12/13/14 and 20/21 do not meet the 80% frontage requirement at ROW (34’ at ROW)

o Although the frontage requirement is not met at the ROW, the full frontage

requirement is met at the building setback line, excluding lots 20 and 21. This is due to

the curvature at the front of the lots. The lots will still meet the minimum required lot

area of 4,250 sq. ft. The applicant would like to request a variance to the frontage

requirement for these lots considering the frontage requirement is met at the building

set back.

i. Intent will be kept by providing adequate driveway and green space at right of

way as well as buildable frontage along the setback.

ii. A 24’ fire access onto gamble RD is being provided which reduces the

available spaces required to meet the 42.5’ ft width.

iii. Lot was purchased with unusual portion of frontage along Gamble Rd. The

corner lots more than meet the minimum lot area requirements for 4,250 sq. ft.

the lots are narrower on the street side and wider in the back due to the

curvature of the road. Application of the ordinance would render 7 lots

unfeasible thus preventing the owner from making reasonable use of the land.

iv. In other similar districts and municipalities, frontages requirements are often

considered at the building setback.

v. Granting variance will not create substantial detriment to adjacent landowners

or residents of subdivision. Parking and green space will be coordinated to

reduce the amount of connected impervious areas/driveways.

2. Side setback reduction of 10’ reduced to 7’ for all lots.

a. Applicant would like to request a variance to the zoning setbacks to allow a more

uniform layout of the subdivision considering the parcel shape.

i. Intent will be kept by maintaining adequate screening and space between

duplex units. The proposed setback reductions do not mean a bigger building

footprint but will provide for better spacing to accommodate a utility easement

and drainage pond along Bliss street. This parcel is such that the detention

pond must be located along Bliss St. Rear and front seat backs from adjacent

property owners stay the same.

ii. The unusual condition of dedicating right of way from the property line rather

than the centerline increased the amount of right away encroachment onto the

developer’s property by approximately 5’.

iii. The existing setbacks render development unfeasible considering the need for

a fire entrance and only one access onto Bliss St.

iv. Literal interpretation of the ordinance would deprive the applicant the right to

develop their property to the full extent allowed by zoning. All lots, excluding

lot 2, will still meet the minimum area requirements set forth by RTH-D

zoning. The unique aspect of detention pond location along with right of way

and utility easement requirements necessitates the need for revised lot

geometry to meet the intent of the lot geometry.

v. Granting this variance will not create substantial detriment to adjacent

property. All lots will meet the architectural standards set forth by the RTH-D

zoning.

3. Lot width reduced to 40’ from 42.5’ per unit for interiors lots 31-50 and lot 2. Lot 2 would

also fall below the required lot sq. footage of 4,250 sq. ft to 4,000 sf.

a. Applicant would like to request a variance to the zoning setbacks to allow a more

uniform layout of the subdivision considering the parcel shape.

i. Intent will be kept by maintaining adequate screening and space between

duplex units. The proposed setback reductions do not mean a bigger building

footprint but will provide for better spacing to accommodate a utility easement

and drainage pond along Bliss street. This parcel is such that the detention

pond must be located along Bliss St. Rear and front seat backs from adjacent

property owners stay the same.

ii. The unusual condition of dedicating right of way from the property line rather

than the centerline increased the amount of right away encroachment onto the

developer’s property by approximately 5’.

iii. The existing setbacks render development unfeasible considering the need for

a fire entrance and only one access onto Bliss St.

iv. Literal interpretation of the ordinance would deprive the applicant the right to

develop their property to the full extent allowed by zoning. All lots, excluding

lot 2, will still meet the minimum area requirements set forth by RTH-D

zoning. The unique aspect of detention pond location along with right of way

and utility easement requirements necessitates the need for revised lot

geometry to meet the intent of the lot geometry.

v. Granting this variance will not create substantial detriment to adjacent

property. All lots will meet the architectural standards set forth by the RTH-D

zoning.

4. Reduce Street side setbacks to 20’ for lots 40 and 41.

a. Applicant would like to request a variance to the zoning setbacks to allow a more

uniform layout of the subdivision considering the parcel shape.

i. Intent will be kept by maintaining adequate screening and space between

duplex units. The proposed setback reductions do not mean a bigger building

footprint but will provide for better spacing to accommodate a utility easement

and drainage pond along Bliss street. This parcel is such that the detention

pond must be located along Bliss St. Rear and front seat backs from adjacent

property owners stay the same.

ii. The unusual condition of dedicating right of way from the property line rather

than the centerline increased the amount of right away encroachment onto the

developer’s property by approximately 5’. Inclusion of this variance will allow

the building setback of lots 31 and 50 to be at least 20’ away from 100 yr

WSEL.

iii. The existing setbacks render development unfeasible considering the need for

the building setbacks for lots 31 and 50 to be a minimum of 20’ from 100 yr

WSEL.

iv. Literal interpretation of the ordinance would deprive the applicant the right to

develop their property to the full extent allowed by zoning. All lots, excluding

lot 2, will still meet the minimum area requirements set forth by RTH-D

zoning. The unique aspect of detention pond location along with right of way

and utility easement requirements necessitates the need for revised lot

geometry to meet the intent of the lot geometry.

v. Granting this variance will not create substantial detriment to adjacent

property. All lots will meet the architectural standards set forth by the RTH-D

zoning.

Should you have any questions or require any additional information, please feel free to contact us at

your convenience.

Sincerely,

Bates & Associates, Inc.

Christian McGuire, E.I.

Project Engineer

7230 S. Pleasant Ridge Dr / Fayetteville, AR 72704

PH: 479-442-9350 * FAX: 479-521-9350

April 13, 2020

Lorene Burns, Director of Planning

John Wary, P.E., Contract City Engineer

City of Centerton - Planning Department

290 N. Main Street

P.O.Box 208

Centerton, AR 72719

Dear Mrs. Burns,

As part of the proposed development for the preliminary plat located at 864 Bliss St., we would like to

propose the following waivers.

i. 100 WSEL intrudes into proposed 20’ Utility Easement.

a. The eastern portion of the detention pond intrudes by about 9.7’ into utility easement.

There are no utilities being proposed in this portion. A sewer main will be running

adjacent to the pond under the 8’ wide berm. The size of the pond is necessary to

adhere to Centerton drainage requirements.

ii. Waiver from 10’ maintainable area around pond.

a. An 8’ berm is being provided around the pond for access. The pond will sit along

Bliss street that will provide adequate access to pond for any future maintenance.

iii. Maximum width of driveway cannot exceed ½ lot width.

a. The unit are proposed with 2 car garages. A majority of the lots will have the width to

meet the requirement. Lots with curved frontage will exceed the ½ lot width

requirement. Drainage infrastructure will be provided to accommodate all proposed

impervious area.

iv. Waiver from edge of driveway being at least 30’ from beginning of street intersection curb

radius.

a. For lot 1 along Bliss, the proposed driveway would fall approximately 25’ away from

curb radius. Considering the driveway will be on the west side adjacent to outbound

traffic of the subdivision, the reduction in distance from curb intersection should not

pose additional safety hazard.

Should you have any questions or require any additional information, please feel free to contact us at

your convenience.

Sincerely,

Bates & Associates, Inc.

Christian McGuire, E.I.

Project Engineer

POCSE CORNERNE1/4SECTION 32T-20-N, R-31-WPER NORTH FORTY PHASE 1FINAL PLAT

N 87°17'19" W 145.11'N 87°17'19" W 518.03'

N 0

2°26

'12"

E 6

62.4

7'

S 88°00'58" E 663.19'

POB

S 02

°26'

24"

W 7

3.89

'

S 02

°26'

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W 5

97.0

0'

BLISS STREET - COLLECTOR60' R/W

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N 87°41'59" W 517.96'

DETENTION LOT

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48.5

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42.5

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.50'

42.5

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.50'

42.5

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42.5

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'58

.65'

65.30' 86.05' 52.25' 42.50' 42.50' 42.50' 69.60' 115.75'

72.6

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118.60'

S 02

°13'

19"

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73.6

5'

N 87°32'10" W 118.70'

S 87°46'41" E

21.15'

S 53°29'37" E

123.05'

S 20

°51'1

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111.

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10.35'

S 02

°18'

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101.

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42.50'29.00'

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S 29°32'36" E

131.05'

S 54°04'52" E134.55'

S 87°41'56" E

101.10'

29.8

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S 87°41'56" E

100.00'

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100.00'

S 87°41'59" E

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40.0

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.11'

75.05'

41.8

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.00'

303.23'

31.80'

S 87°41'56" E

85.00'

57.5

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S 87°41'56" E

100.00'

17.1

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S 87°41'56" E221.95'

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40.0

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S 87°41'56" E

108.80'

S 87°41'56" E

108.80'

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108.80'

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108.80'

S 87°41'56" E

108.80'

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108.80'

S 87°41'56" E

108.90'

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108.80'

S 87°41'56" E

108.70'

S 87°41'56" E

108.60'

S 87°41'56" E

108.50'

S 87°41'56" E

108.40'

S 87°41'56" E

108.30'S 87°41'56" E

108.80'

40.0

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32.5

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S 87°41'56" E

108.80'

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108.80'

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108.10'

S 87°41'56" E

108.20'

40.0

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.00'

32.5

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83.05'83.80'

S 02

°18'

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57.5

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40.0

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°18'

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40.0

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S 87°41'56" E

100.00'

42.5

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42.5

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S 87°41'56" E

100.00'

42.5

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42.5

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S 87°41'56" E

100.00'

42.5

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100.00'

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S 87°41'56" E

100.00'

42.5

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S 87°41'56" E

100.00'

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0'42

.50'

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S 87°41'56" E

100.00'

29.6

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S 87°41'56" E

101.10'

91.6

5'

S 02

°18'

04"

E

52.4

0'

112.95'108.95'

S 02

°18'

04"

E36

9.65

'

S 87°41'56" E166.85'

S 02

°26'

12"

E46

4.75

'

S 87°41'56" E26.90'

S 02

°18'

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E15

.00'

PUBHx

PUBHx

S 02

°18'

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W 5

69.1

4'

SUN

MEA

DO

WS

DR

.

FOUND MAG NAIL:N:747704.48E:636886.25CONVERGENCE ANGLE:-01° 20' 05.87"COMBINED SCALE FACTOR:0.99996598

ADJOINING PROPERTY OWNERS:

1) 06-00581-000BURKETT, MARYLIN & DAN650 ZACHARY STCENTERTON, AR 72719-8995

2) 06-00580-000KANE, KRISTOPHER652 ZACHARY STCENTERTON, AR 72719-8995

3) 06-00579-000PHILIPPE, WILLIAM H JR & CHARLOTTE654 ZACHARY STCENTERTON, AR 72719-8995

4) 06-00578-000BAKER, MARY K656 ZACHARY STCENTERTON, AR 72719-8995

5) 06-00577-000BAKER, SUSAK & DAVID W658 ZACHARY STCENTERTON, AR 72719-8995

6) 06-00576-000ROBBINS, KAREN660 ZACHARY STCENTERTON, AR 72719-8995

7) 06-00575-000PRITCHARD, CHARLES L ESTATE662 ZACHARY STCENTERTON, AR 72719-8995

8) 06-00574-000PEREZ, JENNIFER664 ZACHARY STCENTERTON, AR 27219-8995

9) 06-00573-000GRACIANO, EFRAIN668 ZACHARY STCENTERTON, AR 72719-8995

10) 06-00566-000NICHOLS, ROBERT J & NICHOLE M669 VICTORIA PLCENTERTON, AR 72719-8988

11) 06-00565-000HAMILTON, JOHNNY660 VICTORIA PLCENTERTON, AR 72719-8988

12) 06-00564-000BYRD, BRIAN ANDREW & ALLESHIA ALEXANDRIA670 VICTORIA PLCENTERTON, AR 72709

13) 06-00559-000STANDIFER, HANNAH & KELLY805 MICHAEL STCENTERTON, AR 72719

14) 06-00558-000RILEY, MOGAN L668 SARAH PLCENTERTON, AR 72719-8937

15) 06-00557-000WINMORE ENTERPRISE LLC1005 PROVENCE PLBENTONVILLE, AR 72712-3914

16) 06-00800-000BRANSON, CALEB A669 GAMBLE RDCENTERTON, AR 72719-4179

17) 06-00801-000PHILLIPS, HEATHER665 GAMBLE RDCENTERTON, AR 72719-4179

18) 06-00802-000HANEY, JONATHAN & MELISSA663 GAMBLE RDCENTERTON, AR 72719-4179

19) 06-00803-000PETROFF, TOMMY661 GAMBLE RDCENTERTON, AR 72719-4179

20) 06-00804-000LOWE, DON & JUANITA659 GAMBLE RDCENTERTON, AR 72719-4179

21) 06-00805-000CHORDIA, SANDEEP & SANGITA9827 FONTE RDCYPRESS, CA 90630-3541

22) 06-00806-000GRAHAM, MICHELLE L653 GAMBLE RDCENTERTON, AR 72719-4179

23) 06-00807-000WALKER, SHELBY E & CHRISTOPHER DANIEL651 GAMBLE RDCENTERTON, AR 72719-4179

24) 06-01002-000ROMERO, DAVID M & SUE E610 SUN MEADOW DRCENTERTON, AR 72719-9616

25) 06-01059-000KELLY, SCOTT & PATTI16065 CHINQUAPIN LNGRAVETTE, AR 72736-9277

26) 06-01127-000MARTIN, MILTON J & LAURETTA B821 BLISS STCENTERTON, AR 72719-8943

27) 06-01128-000BOWERS, JOSHUA831 BLISS STCENTERTON, AR 72719-8943

28) 06-01129-000COLEMAN, PAULA L841 BLISS STCENTERTON, AR 72719-8943

29) 06-01130-000MCH PROPERTIES LLCPO BOX 183CENTERTON, AR 72719-0183

30) 06-01131-000TOBEY, ELI & SKYLER861 BLISS STCENTERTON, AR 72719-8943

31) 06-01132-000METCALF, THURMAN L4105 W OLIVE STROGERS, AR 72756-1808

32) 06-01133-000DILLARD, ROXANN881 BLISS STCENTERTON, AR 72719-8943

CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENTC1 25.00' 39.27' 35.36' N 42°41'56" W 90°00'00" 25.00'C2 25.00' 39.21' 35.31' S 47°22'08" W 89°51'52" 24.94'C3 75.00' 30.65' 30.43' N 23°53'02" E 23°24'41" 15.54'C4 75.00' 31.89' 31.65' N 47°46'13" E 24°21'42" 16.19'C5 75.00' 32.01' 31.77' N 72°10'40" E 24°27'11" 16.25'C6 75.00' 10.34' 10.33' N 88°21'10" E 7°53'49" 5.18'C7 75.00' 24.29' 24.18' S 78°25'20" E 18°33'12" 12.25'C8 25.00' 39.21' 35.31' N 47°22'06" E 89°51'48" 24.94'C9 75.00' 12.75' 12.74' N 07°18'27" E 9°44'29" 6.39'C10 25.00' 39.33' 35.40' S 42°37'54" E 90°08'12" 25.06'C11 20.00' 11.70' 11.53' N 19°03'15" E 33°30'21" 6.02'C12 15.00' 23.56' 21.21' N 42°41'56" W 90°00'00" 15.00'C13 65.00' 78.74' 74.01' N 52°59'46" W 69°24'20" 45.01'C14 65.00' 23.36' 23.24' N 07°59'46" W 20°35'40" 11.81'C15 75.00' 38.65' 38.22' S 22°20'17" E 29°31'35" 19.76'C16 75.00' 41.95' 41.40' S 53°07'24" E 32°02'39" 21.54'C17 15.00' 23.56' 21.21' S 42°41'56" E 90°00'00" 15.00'C18 75.00' 12.93' 12.91' S 02°38'13" E 9°52'34" 6.48'C19 40.00' 62.83' 56.57' N 42°41'56" W 90°00'00" 40.00'C20 50.00' 78.54' 70.71' N 42°41'56" W 90°00'00" 50.00'C21 50.00' 78.42' 70.63' S 47°22'08" W 89°51'52" 49.88'C22 40.00' 62.83' 56.57' S 42°41'56" E 90°00'00" 40.00'

M.S.P. R/W

1

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C8

48.5

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S 87°41'59" E

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40.0

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12

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102.

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S 05°00'20" E

101.70'

S 29°32'36" E

131.05'

S 54°04'52" E134.55'

S 87°41'56" E

101.10'

29.8

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32.5

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3

4

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100.00'

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100.00'

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ENGINEERPROFESSIONAL

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No. 9810

POCSE CORNERNE1/4SECTION 32T-20-N, R-31-WPER NORTH FORTY PHASE 1FINAL PLAT

POBBLISS STREET - COLLECTOR60' R/W

GA

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ENGINEERPROFESSIONAL

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No. 9810

§§

§

§§

§

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7230 S. Pleasant Ridge Dr. / Fayetteville, AR 72704

PH: 479-442-9350 * FAX: 479-521-9350

March 24, 2020 Donna Wonsower Planning Department City of Centerton 11509 Hwy. 72 West Centerton, AR 72719 Re: Bliss St Subdivision – RTH-D Narrative Requirements Dear Wonsower, As part of the preliminary plat approval process for Bliss St, a description of the architectural standards is being provided.

• The proposed units will be two story, 1,664.00 sq ft duplex units.

• The proposed units will have two car garages.

• The max height of the units will be under 30 ft.

• The 1st story will consist of brick with the second story being horizontal siding.

• Roof will be shingled. I have attached preliminary architectural drawings for your review. If you have any questions or require additional information, please feel free to contact me at your convenience. Sincerely, Bates & Associates, Inc.

Christian McGuire, E.I. Project Engineer

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