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).
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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.
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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.
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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.
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
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
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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
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'
Certificate of Ownership and Dedication of Rights-of-Way/Easements: : I/We, the undersigned, owner(s) of the real estate shown and described herein, do hereby the undersigned, owner(s) of the real estate shown and described herein, do hereby the undersigned, owner(s) of the real estate shown and described herein, do hereby undersigned, owner(s) of the real estate shown and described herein, do hereby undersigned, owner(s) of the real estate shown and described herein, do hereby owner(s) of the real estate shown and described herein, do hereby owner(s) of the real estate shown and described herein, do hereby of the real estate shown and described herein, do hereby of the real estate shown and described herein, do hereby the real estate shown and described herein, do hereby the real estate shown and described herein, do hereby real estate shown and described herein, do hereby real estate shown and described herein, do hereby estate shown and described herein, do hereby estate shown and described herein, do hereby shown and described herein, do hereby shown and described herein, do hereby and described herein, do hereby and described herein, do hereby described herein, do hereby described herein, do hereby herein, do hereby herein, do hereby do hereby do hereby hereby hereby certify that I/we am/are the sole owner(s) of the hereon platted property and have caused that I/we am/are the sole owner(s) of the hereon platted property and have caused that I/we am/are the sole owner(s) of the hereon platted property and have caused I/we am/are the sole owner(s) of the hereon platted property and have caused I/we am/are the sole owner(s) of the hereon platted property and have caused am/are the sole owner(s) of the hereon platted property and have caused am/are the sole owner(s) of the hereon platted property and have caused the sole owner(s) of the hereon platted property and have caused the sole owner(s) of the hereon platted property and have caused sole owner(s) of the hereon platted property and have caused sole owner(s) of the hereon platted property and have caused owner(s) of the hereon platted property and have caused owner(s) of the hereon platted property and have caused of the hereon platted property and have caused of the hereon platted property and have caused the hereon platted property and have caused the hereon platted property and have caused hereon platted property and have caused hereon platted property and have caused platted property and have caused platted property and have caused property and have caused property and have caused and have caused and have caused have caused have caused caused caused said property to be surveyed and platted and do hereby dedicate all rights-of-way and property to be surveyed and platted and do hereby dedicate all rights-of-way and property to be surveyed and platted and do hereby dedicate all rights-of-way and to be surveyed and platted and do hereby dedicate all rights-of-way and to be surveyed and platted and do hereby dedicate all rights-of-way and be surveyed and platted and do hereby dedicate all rights-of-way and be surveyed and platted and do hereby dedicate all rights-of-way and surveyed and platted and do hereby dedicate all rights-of-way and surveyed and platted and do hereby dedicate all rights-of-way and and platted and do hereby dedicate all rights-of-way and and platted and do hereby dedicate all rights-of-way and platted and do hereby dedicate all rights-of-way and platted and do hereby dedicate all rights-of-way and and do hereby dedicate all rights-of-way and and do hereby dedicate all rights-of-way and do hereby dedicate all rights-of-way and do hereby dedicate all rights-of-way and hereby dedicate all rights-of-way and hereby dedicate all rights-of-way and dedicate all rights-of-way and dedicate all rights-of-way and all rights-of-way and all rights-of-way and rights-of-way and rights-of-way and and and utility, drainage (excluding detention ponds), and conservation easements as shown hereon to drainage (excluding detention ponds), and conservation easements as shown hereon to drainage (excluding detention ponds), and conservation easements as shown hereon to (excluding detention ponds), and conservation easements as shown hereon to (excluding detention ponds), and conservation easements as shown hereon to detention ponds), and conservation easements as shown hereon to detention ponds), and conservation easements as shown hereon to ponds), and conservation easements as shown hereon to ponds), and conservation easements as shown hereon to and conservation easements as shown hereon to and conservation easements as shown hereon to conservation easements as shown hereon to conservation easements as shown hereon to easements as shown hereon to easements as shown hereon to as shown hereon to as shown hereon to shown hereon to shown hereon to hereon to hereon to to to the public for the installation, operation, maintenance, and replacement of streets, public and public for the installation, operation, maintenance, and replacement of streets, public and public for the installation, operation, maintenance, and replacement of streets, public and for the installation, operation, maintenance, and replacement of streets, public and for the installation, operation, maintenance, and replacement of streets, public and the installation, operation, maintenance, and replacement of streets, public and the installation, operation, maintenance, and replacement of streets, public and installation, operation, maintenance, and replacement of streets, public and installation, operation, maintenance, and replacement of streets, public and operation, maintenance, and replacement of streets, public and operation, maintenance, and replacement of streets, public and maintenance, and replacement of streets, public and maintenance, and replacement of streets, public and and replacement of streets, public and and replacement of streets, public and replacement of streets, public and replacement of streets, public and of streets, public and of streets, public and streets, public and streets, public and public and public and and and franchise utilities and drainage systems. Easements designated as Utility Easements or UE utilities and drainage systems. Easements designated as Utility Easements or UE utilities and drainage systems. Easements designated as Utility Easements or UE and drainage systems. Easements designated as Utility Easements or UE and drainage systems. Easements designated as Utility Easements or UE drainage systems. Easements designated as Utility Easements or UE drainage systems. Easements designated as Utility Easements or UE systems. Easements designated as Utility Easements or UE systems. Easements designated as Utility Easements or UE Easements designated as Utility Easements or UE Easements designated as Utility Easements or UE Easements designated as Utility Easements or UE designated as Utility Easements or UE designated as Utility Easements or UE as Utility Easements or UE as Utility Easements or UE Utility Easements or UE Utility Easements or UE Easements or UE Easements or UE or UE or UE UE UE are for public and franchise utilities according to the Centerton Utility Placement Guide. The for public and franchise utilities according to the Centerton Utility Placement Guide. The for public and franchise utilities according to the Centerton Utility Placement Guide. The public and franchise utilities according to the Centerton Utility Placement Guide. The public and franchise utilities according to the Centerton Utility Placement Guide. The and franchise utilities according to the Centerton Utility Placement Guide. The and franchise utilities according to the Centerton Utility Placement Guide. The franchise utilities according to the Centerton Utility Placement Guide. The franchise utilities according to the Centerton Utility Placement Guide. The utilities according to the Centerton Utility Placement Guide. The utilities according to the Centerton Utility Placement Guide. The according to the Centerton Utility Placement Guide. The according to the Centerton Utility Placement Guide. The to the Centerton Utility Placement Guide. The to the Centerton Utility Placement Guide. The the Centerton Utility Placement Guide. The the Centerton Utility Placement Guide. The Centerton Utility Placement Guide. The Centerton Utility Placement Guide. The Utility Placement Guide. The Utility Placement Guide. The Placement Guide. The Placement Guide. The Guide. The Guide. The The The The respective utility companies shall have access through and along the UE and designated utility companies shall have access through and along the UE and designated utility companies shall have access through and along the UE and designated companies shall have access through and along the UE and designated companies shall have access through and along the UE and designated shall have access through and along the UE and designated shall have access through and along the UE and designated have access through and along the UE and designated have access through and along the UE and designated access through and along the UE and designated access through and along the UE and designated through and along the UE and designated through and along the UE and designated and along the UE and designated and along the UE and designated along the UE and designated along the UE and designated the UE and designated the UE and designated UE and designated UE and designated and designated and designated designated designated easements for their personnel and equipment at all times. The authority to cut down and for their personnel and equipment at all times. The authority to cut down and for their personnel and equipment at all times. The authority to cut down and their personnel and equipment at all times. The authority to cut down and their personnel and equipment at all times. The authority to cut down and personnel and equipment at all times. The authority to cut down and personnel and equipment at all times. The authority to cut down and and equipment at all times. The authority to cut down and and equipment at all times. The authority to cut down and equipment at all times. The authority to cut down and equipment at all times. The authority to cut down and at all times. The authority to cut down and at all times. The authority to cut down and all times. The authority to cut down and all times. The authority to cut down and times. The authority to cut down and times. The authority to cut down and The authority to cut down and The authority to cut down and The authority to cut down and authority to cut down and authority to cut down and to cut down and to cut down and cut down and cut down and down and down and and and keep trimmed trees, hedges and shrubs that may interfere with or endanger such utilities is trimmed trees, hedges and shrubs that may interfere with or endanger such utilities is trimmed trees, hedges and shrubs that may interfere with or endanger such utilities is trees, hedges and shrubs that may interfere with or endanger such utilities is trees, hedges and shrubs that may interfere with or endanger such utilities is hedges and shrubs that may interfere with or endanger such utilities is hedges and shrubs that may interfere with or endanger such utilities is and shrubs that may interfere with or endanger such utilities is and shrubs that may interfere with or endanger such utilities is shrubs that may interfere with or endanger such utilities is shrubs that may interfere with or endanger such utilities is that may interfere with or endanger such utilities is that may interfere with or endanger such utilities is may interfere with or endanger such utilities is may interfere with or endanger such utilities is interfere with or endanger such utilities is interfere with or endanger such utilities is with or endanger such utilities is with or endanger such utilities is or endanger such utilities is or endanger such utilities is endanger such utilities is endanger such utilities is such utilities is such utilities is utilities is utilities is is is hereby granted by the property owner(s), their successors & assigns. In the event that granted by the property owner(s), their successors & assigns. In the event that granted by the property owner(s), their successors & assigns. In the event that by the property owner(s), their successors & assigns. In the event that by the property owner(s), their successors & assigns. In the event that the property owner(s), their successors & assigns. In the event that the property owner(s), their successors & assigns. In the event that property owner(s), their successors & assigns. In the event that property owner(s), their successors & assigns. In the event that owner(s), their successors & assigns. In the event that owner(s), their successors & assigns. In the event that their successors & assigns. In the event that their successors & assigns. In the event that successors & assigns. In the event that successors & assigns. In the event that & assigns. In the event that & assigns. In the event that assigns. In the event that assigns. In the event that In the event that In the event that In the event that the event that the event that event that event that that that fencing of individual lots is desired by future owners, gates shall be provided that permit free of individual lots is desired by future owners, gates shall be provided that permit free of individual lots is desired by future owners, gates shall be provided that permit free individual lots is desired by future owners, gates shall be provided that permit free individual lots is desired by future owners, gates shall be provided that permit free lots is desired by future owners, gates shall be provided that permit free lots is desired by future owners, gates shall be provided that permit free is desired by future owners, gates shall be provided that permit free is desired by future owners, gates shall be provided that permit free desired by future owners, gates shall be provided that permit free desired by future owners, gates shall be provided that permit free by future owners, gates shall be provided that permit free by future owners, gates shall be provided that permit free future owners, gates shall be provided that permit free future owners, gates shall be provided that permit free owners, gates shall be provided that permit free owners, gates shall be provided that permit free gates shall be provided that permit free gates shall be provided that permit free shall be provided that permit free shall be provided that permit free be provided that permit free be provided that permit free provided that permit free provided that permit free that permit free that permit free permit free permit free free free ingress and egress to, and upon the dedicated Utilities Easements. No other statements on and egress to, and upon the dedicated Utilities Easements. No other statements on and egress to, and upon the dedicated Utilities Easements. No other statements on egress to, and upon the dedicated Utilities Easements. No other statements on egress to, and upon the dedicated Utilities Easements. No other statements on to, and upon the dedicated Utilities Easements. No other statements on to, and upon the dedicated Utilities Easements. No other statements on and upon the dedicated Utilities Easements. No other statements on and upon the dedicated Utilities Easements. No other statements on upon the dedicated Utilities Easements. No other statements on upon the dedicated Utilities Easements. No other statements on the dedicated Utilities Easements. No other statements on the dedicated Utilities Easements. No other statements on dedicated Utilities Easements. No other statements on dedicated Utilities Easements. No other statements on Utilities Easements. No other statements on Utilities Easements. No other statements on Easements. No other statements on Easements. No other statements on No other statements on No other statements on No other statements on other statements on other statements on statements on statements on on on this plat or hereinafter recorded shall grant any utility special, exclusive or additional plat or hereinafter recorded shall grant any utility special, exclusive or additional plat or hereinafter recorded shall grant any utility special, exclusive or additional or hereinafter recorded shall grant any utility special, exclusive or additional or hereinafter recorded shall grant any utility special, exclusive or additional hereinafter recorded shall grant any utility special, exclusive or additional hereinafter recorded shall grant any utility special, exclusive or additional recorded shall grant any utility special, exclusive or additional recorded shall grant any utility special, exclusive or additional shall grant any utility special, exclusive or additional shall grant any utility special, exclusive or additional grant any utility special, exclusive or additional grant any utility special, exclusive or additional any utility special, exclusive or additional any utility special, exclusive or additional utility special, exclusive or additional utility special, exclusive or additional special, exclusive or additional special, exclusive or additional exclusive or additional exclusive or additional or additional or additional additional additional privileges. ________________ ______________ ___________ Printed Name/Company Owner Signature & title Date ________________ ________________ ___________ Printed Name/Company Owner Signature & title Date State of Arkansas County of _______________ Sworn to and subscribed before me this _____ day of ______________, 20___. Notary Public _________________________________ My Commission Expires________________________
2nd SUBMITTAL (REVISIONS PER TECHNICAL PLAT REVIEW)
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03/04/20
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3rd SUBMITTAL
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4th SUBMITTAL
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03/31/20
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BUILDING SETBACK LINE
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CONCRETE (SURFACE)
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STORM SEWER MANHOLE
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TELEPHONE PED/MANHOLE
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ELECTRICAL (OVERHEAD)
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SANITARY SEWER MANHOLE
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D
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Y
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H
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GAS
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OHE
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UGT
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SS
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RIGHT-OF-WAY
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LIGHT
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SIDEWALK
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GAS METER
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DESCRIPTION
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PROPOSED
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LEGEND
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EXISTING
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CURB & GUTTER
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FIRE HYDRANT ASSEMBLY
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GAS MAIN
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IRON PIN - (RE-BAR)
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PROPERTY LINE (EXTERNAL)
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POWER POLE
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WATER MAIN PIPE
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W
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WATER VALVE
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SANITARY SEWER PIPE
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STORM SEWER PIPE
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WATER METER
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SS
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ASPHALT (SURFACE)
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ELECT. TRANSFORMER
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WATER MAIN THRUST BLOCK
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MONUMENT (CONCRETE)
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G
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CABLE TV (UNDERGROUND)
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UGTV
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CENTERLINE
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TELEPHONE (UNDERGROUND)
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EASEMENT
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ASPHALT (EDGE)
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CONCRETE (EDGE)
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S
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S
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STRIPE (PAINTED OR STICKY)
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T
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WV
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Centerton Planning Commission Approval: : Approved by the City of Centerton Planning Commission and by the City of Centerton Planning Commission and by the City of Centerton Planning Commission and the City of Centerton Planning Commission and the City of Centerton Planning Commission and City of Centerton Planning Commission and City of Centerton Planning Commission and of Centerton Planning Commission and of Centerton Planning Commission and Centerton Planning Commission and Centerton Planning Commission and Planning Commission and Planning Commission and Commission and Commission and and and recommended for acceptance this _____ day of ______________, 20___. Planning Commission Chairperson: _____________________________ Commission Chairperson: _____________________________ Commission Chairperson: _____________________________ City Engineer: _____________________________ Street/Parks Department: ____________________________ Fire Department - Chief: _____________________________ Water & Sewer Department: _____________________________
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Centerton City Council Acceptance: This plat and any dedication(s) thereon is/are hereby accepted by plat and any dedication(s) thereon is/are hereby accepted by plat and any dedication(s) thereon is/are hereby accepted by and any dedication(s) thereon is/are hereby accepted by and any dedication(s) thereon is/are hereby accepted by any dedication(s) thereon is/are hereby accepted by any dedication(s) thereon is/are hereby accepted by dedication(s) thereon is/are hereby accepted by dedication(s) thereon is/are hereby accepted by thereon is/are hereby accepted by thereon is/are hereby accepted by is/are hereby accepted by is/are hereby accepted by hereby accepted by hereby accepted by accepted by accepted by by by the City of Centerton City Council this ____ day of _____________, Centerton City Council this ____ day of _____________, Centerton City Council this ____ day of _____________, City Council this ____ day of _____________, City Council this ____ day of _____________, Council this ____ day of _____________, Council this ____ day of _____________, this ____ day of _____________, this ____ day of _____________, ____ day of _____________, ____ day of _____________, ____ day of _____________, day of _____________, day of _____________, of _____________, of _____________, _____________, _____________, 20___. ORDINANCE No. 20___-____ ________________ _________________ Mayor - Bill Edwards City Clerk - Todd Wright City Clerk - Todd Wright
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NOTES: 1. LOT 1 SHALL NOT HAVE ACCESS ONTO BLISS STREET 2. THE DEVELOPER SHALL INSTALL ALL ADA RAMPS AND ALL COMMON PROPERTY SIDEWALKS. 3. LOT DEVELOPER/BUILDER SHALL BE RESPONSIBLE FOR CONSTRUCTION OF SIDEWALKS PRIOR TO C of O, PER CITY OF CENTERTON SPECIFICATIONS AND ADA ACT. 4. THIS SUBDIVISION CONSISTS OF 50 BUILDABLE LOTS & 1 DETENTION LOT (A), 1 FIRE ACCESS LOT (B). 5. R/W & EASEMENTS ARE AS SHOWN ON THIS PLAT AND DEDICATED BY OWNER'S STATEMENT. 6. INTERIOR STREETS ON 50 FOOT DEDICATED R/W, 30 FOOT BACK OF CURB, 3 INCH HMA OVER 6" SB2 BASE AND CONCRETE CURB & GUTTER. 7. FENCES CONSTRUCTED ACROSS DRAINAGE SWALES / DITCHES SHALL BE OF OPEN DESIGN AND 3 INCHES ABOVE FINISHED GRADE SO AS NOT TO OBSTRUCT WATER FLOW.
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BUILDING SETBACKS (RTH-D) FRONT 25' 25' SIDE (INTERIOR LOTS) 7' 7' SIDE (EXTERIOR LOTS) 10' 10' STREET SIDE 25' 25' REAR 25' 25'
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FLOOD CERTIFICATION: NO PORTION OF THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "AE" AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP FOR BENTON COUNTY, ARKANSAS. (FIRM PANEL #05007C0235K. DATED JUNE 5, 2012)
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BASIS OF BEARING: GPS OBSERVATION NAD 83 HORIZONTAL DATUM
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SURVEY DESCRIPTION: A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 20 NORTH, RANGE 31 WEST, BENTON COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO-WIT: BEGINNING AT AN EXISTING MAG NAIL WHICH IS N87°17'19"W 145.11' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND AND RUNNING THENCE N87°17'19"W 518.03', THENCE TO AND ALONG THE EAST LINE OF NORTH FORTY SUBDIVISION PHASE 1, AS PER THE RECORDED PLAT THEREOF, N02°26'12"E 662.47' TO AN EXISTING REBAR ON THE SOUTH LINE OF SAID SUBDIVISION, THENCE ALONG SAID SOUTH LINES 88°00'58"E 663.19', THENCE LEAVING SAID SOUTH LINE S02°26'24"W 73.89', THENCE TO AND ALONG THE NORTH LINE OF NORTH FORTY SUBDIVISION ANNEX, AS PER THE RECORDED PLAT THEREOF, N87°32'10"W 146.56' TO AN EXISTING REBAR ON THE WEST LINE OF SAID SUBDIVISION, THENCE ALONG SAID WEST LINE AND THE PROJECTION OF SAID WEST LINE S02°18'04"W 596.37' TO THE POINT OF BEGINNING, CONTAINING 8.15 ACRES, MORE OR LESS. SUBJECT TO THAT PORTION IN GAMBLE ROAD MASTER STREET PLAN RIGHT-OF-WAY ON THE EAST SIDE, SUBJECT TO THAT PORTION IN BLISS STREET MASTER STREET PLAN RIGHT-OF-WAY ON THE SOUTH SIDE OF HEREIN DESCRIBED TRACT AND SUBJECT TO ALL OTHER EASEMENTS AND RIGHTS-OF-WAY OF RECORD.
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BASIS OF ELEVATION: CITY OF BENTONVILLE GPS MONUMENT #58 NAVD 88 VERTICAL DATUM
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W
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AREA REGULATIONS (RTH-D) EACH LOT SHALL HAVE A MINIMUM OF 4,000.0 sf. BE MINIMUM 40.0' WIDE AND 100' DEEP. EACH DWELLING UNIT SHALL HAVE A MINIMUM OF 1,200 HEATED SQUARE FEET. LOT COVERAGE SHALL BE 40% MAX.
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Adjacent Street Improvement Agreement (MOA): : Approved by the City of Centerton Planning Commission and by the City of Centerton Planning Commission and by the City of Centerton Planning Commission and the City of Centerton Planning Commission and the City of Centerton Planning Commission and City of Centerton Planning Commission and City of Centerton Planning Commission and of Centerton Planning Commission and of Centerton Planning Commission and Centerton Planning Commission and Centerton Planning Commission and Planning Commission and Planning Commission and Commission and Commission and and and recommended for acceptance this _____ day of ______________, 20___. Planning Commission Chairperson: _____________________________ Commission Chairperson: _____________________________ Commission Chairperson: _____________________________ Public Works Director _____________________________ Developer: ____________________________
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COVERAGE TABLE: LOTS EXCEEDING 40% BASED ON B.S.B. LINE ARE STILL LIMITED TO 40%
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SIDEWALK BY DEVELOPER
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BLISS STREET RIGHT-OF-WAY DEDICATION: A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 20 NORTH, RANGE 31 WEST, BENTON COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO-WIT: BEGINNING AT AN EXISTING MAG NAIL WHICH IS N87°17'19"W 145.11' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND AND RUNNING THENCE N87°17'19"W 518.03', THENCE TO AND ALONG THE EAST LINE OF NORTH FORTY SUBDIVISION PHASE 1, AS PER THE RECORDED PLAT THEREOF, N02°26'12"E 23.51', THENCE S87°41'59"E 517.95', THENCE S02°18'04"W 1', THENCE S87°41'59"E 517.95', THENCE S02°18'04"W ', THENCE S87°41'59"E 517.95', THENCE S02°18'04"W S02°18'04"W 02°18'04"W 18'04"W '04"W 04"W "W 27.23' TO THE POINT OF BEGINNING, CONTAINING 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. 7.23' TO THE POINT OF BEGINNING, CONTAINING 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. .23' TO THE POINT OF BEGINNING, CONTAINING 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. 23' TO THE POINT OF BEGINNING, CONTAINING 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. ' TO THE POINT OF BEGINNING, CONTAINING 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. 13,140.06 SF OR 0.30 ACRES, MORE OR LESS. ACRES, MORE OR LESS.
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GAMBLE ROAD RIGHT-OF-WAY DEDICATION: A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 20 NORTH, RANGE 31 WEST, BENTON COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO-WIT: BEGINNING AT A POINT WHICH IS N02°26'24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING 02°26'24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING °26'24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING 26'24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING '24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING 24"E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING "E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING E 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING 579.00' FROM THE SOUTHEAST CORNER OF SAID FORTY ACRE TRACT AND RUNNING AND RUNNING THENCE N87°32'10"W 27.84', THENCE N02°13'19"E 73.65', THENCE S88°00'58"E 28.12', THENCE S02°26'24"W 73.89' TO 4', THENCE N02°13'19"E 73.65', THENCE S88°00'58"E 28.12', THENCE S02°26'24"W 73.89' TO ', THENCE N02°13'19"E 73.65', THENCE S88°00'58"E 28.12', THENCE S02°26'24"W 73.89' TO 2', THENCE S02°26'24"W 73.89' TO ', THENCE S02°26'24"W 73.89' TO THE POINT OF BEGINNING, CONTAINING 2064.25 SF OR 0.05 ACRES, MORE OR LESS.2064.25 SF OR 0.05 ACRES, MORE OR LESS..05 ACRES, MORE OR LESS.05 ACRES, MORE OR LESS.5 ACRES, MORE OR LESS.
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IF THE SIGNATURE ON THIS SEAL IS NOT AN ORIGINAL AND NOT BLUE IN COLOR THEN IT SHOULD BE ASSUMED THAT THIS PLAT MAY HAVE BEEN ALTERED. THE ABOVE CERTIFICATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE.
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I HEREBY CERTIFY THIS TO BE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF ON THIS THE 4th DAY OF November, 2019.
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STATE OF
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ARKANSAS
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NO. 1642
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SIGNATURE
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DRIVEWAY EXHIBIT
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CONDUIT
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TYPICAL EXTERIOR LOT
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TYPICAL INTERIOR LOT
POCSE CORNERNE1/4SECTION 32T-20-N, R-31-WPER NORTH FORTY PHASE 1FINAL PLAT
2nd SUBMITTAL (REVISIONS PER TECHNICAL PLAT REVIEW)
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03/04/20
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3rd SUBMITTAL
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4th SUBMITTAL
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03/31/20
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TREE/TREE TO BE REMOVED
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BUILDING SETBACK LINE
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CONCRETE (SURFACE)
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FIBER OPTIC CABLE
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STORM SEWER MANHOLE
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TELEPHONE PED/MANHOLE
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ELECTRICAL (OVERHEAD)
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ELECTRICAL (UNDERGROUND)
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SANITARY SEWER MANHOLE
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8"SS
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RIGHT-OF-WAY
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LIGHT
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SIDEWALK
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TREE LINE CANOPY
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1255.0
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GAS METER/VALVE
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STOP SIGN / FLAG POLE
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DESCRIPTION
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BUILDING
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PROPOSED
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LEGEND
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EXISTING
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CONTOURS
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CURB & GUTTER
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FIRE HYDRANT ASSEMBLY
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GAS MAIN
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GRAVEL (EDGE)
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FENCE (WIRE/WOOD/CHAIN)
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IRON PIN - (RE-BAR)
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PROPERTY LINE (EXTERNAL)
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POWER POLE
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WATER MAIN PIPE
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0"W
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WATER VALVE
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SANITARY SEWER PIPE
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WATER METER
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MONUMENT (CONCRETE)
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WATER MAIN REDUCER
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BOLLARD
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UGTV
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UGTV
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CENTERLINE
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CONDUIT
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. . .
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. . .
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FLOWLINE
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FM
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FM
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FORCE MAIN
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TELEPHONE (UNDERGROUND)
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OHT
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TELEPHONE (OVERHEAD)
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OHTV
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CABLE TV (OVERHEAD)
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POND
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RETAINING WALL
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SANITARY SEWER SERVICE
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EASEMENT
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ASPHALT (EDGE)
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STOP
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STOP
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EROSION CONTROL FENCE
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EROSION CONTROL BALES
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GV
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GV
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WATER METER (IRRIGATION)
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CONCRETE (EDGE)
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LANDSCAPE EDGING
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STABILIZED CONSTRUCTION ENT.
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DUMPSTER
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WATER MAIN FIRE DEPT. CONN.
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STRIPE (PAINTED OR STICKY)
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DRAINAGE FLOW
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EROSION CONTROL RIP-RAP
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WV
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POST INDICATOR VALVE
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SEDIMENT & EROSION CONTROL NOTES: 1. DRAINAGE IMPROVEMENTS MUST BE COMPLETED AND CERTIFIED BY THE DRAINAGE IMPROVEMENTS MUST BE COMPLETED AND CERTIFIED BY THE ENGINEER OF RECORD, BATES AND ASSOCIATES, WITH ALL DITCHES AND BASINS SOLID-SODDED, CONCRETE-LINED, OR UNDERGROUND CONDUIT INSTALLED PRIOR TO FINAL ACCEPTANCE. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FROM A.D.E.Q. AND CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FROM A.D.E.Q. AND CITY OF CENTERTON REGARDING RUNOFF, EROSION CONTROL, AND GRADING BEFORE BEGINNING CONSTRUCTION. 3. ALL EROSION & SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AND ALL EROSION & SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AND OCCASIONALLY REPLACED THROUGHOUT THE CONSTRUCTION PROCESS. 4. ALL EROSION & SEDIMENT CONTROL DEVICES SHOWN SHALL BE INSTALLED ALL EROSION & SEDIMENT CONTROL DEVICES SHOWN SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS. THOSE ITEMS SHALL REMAIN IN PLACE UNTIL DEEMED SAFE TO REMOVE BY ENGINEER.
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REVEGETATION NOTES: REVEGETATION OF DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. PERMANENT IMPROVEMENTS. PERMANENT IMPROVEMENTS SUCH AS STREETS, PERMANENT IMPROVEMENTS. PERMANENT IMPROVEMENTS SUCH AS STREETS, PERMANENT IMPROVEMENTS SUCH AS STREETS, STORM SEWERS, CURB AND GUTTERS, AND OTHER FEATURES FOR CONTROL OF RUNOFF SHALL BE SCHEDULED COINCIDENTAL TO REMOVING VEGETATIVE COVER FROM THE AREA SO THAT LARGE AREAS ARE NOT LEFT EXPOSED BEYOND THE CAPACITY OF TEMPORARY CONTROL MEASURES. 2. TOP SOIL. TOP SOIL SHALL BE STOCKPILED AND PROTECTED FOR LATER TOP SOIL. TOP SOIL SHALL BE STOCKPILED AND PROTECTED FOR LATER . TOP SOIL SHALL BE STOCKPILED AND PROTECTED FOR LATER USE ON AREAS REQUIRING LANDSCAPING. IF TOP SOIL OR OTHER SOIL IS TO BE STOCKPILED FOR MORE THAN 21 DAYS WITH NO CONSTRUCTION ACTIVITY, IS SHALL BE SEEDED MULCHED, OR REVEGITATED. 3. EXISTING VEGETATION. EVERY MEANS SHALL BE TAKEN TO CONSERVE AND EXISTING VEGETATION. EVERY MEANS SHALL BE TAKEN TO CONSERVE AND . EVERY MEANS SHALL BE TAKEN TO CONSERVE AND PROTECT EXISTING VEGETATION. 4. REVEGETATION. REVEGETATION SHALL BE REQUIRED TO MEET THE REVEGETATION. REVEGETATION SHALL BE REQUIRED TO MEET THE . REVEGETATION SHALL BE REQUIRED TO MEET THE FOLLOWING PERFORMANCE STANDARDS: (A) ZERO TO 10% GRADE: REVEGETATION SHALL BE A MINIMUM OF SEEDING AND MULCHING. SAID SEEDING SHALL PROVIDE 80% - 100% OF DISTURBED AREAS REGEVETATED AT TIME OF PROJECT APPROVAL/ACCEPTANCE. (B) ALL SLOPES SHALL BE RESTORED WITH STAPLED OR STAKED SOD. ALL DETENTION PONDS SHALL BE SODDED THROUGHOUT AND OVER THE TOP OF BERM TO OUTSIDE TOE OF SLOPE. ALL OTHER ALL OTHER AREAS 10% AND ABOVE REQUIRE HYDRO-SEEDING AND FERTILIZER OR STAKED SOD, DEPENDING UPON SLOPE AND PURPOSE. ALL SODDED AREAS SHALL BE WATERED AS NEEDED UNTIL ESTABLISHED.
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CONCRETE WASHOUT
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SILT FENCE
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CONSTRUCTION ENTRANCE
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EROSION CONTROL LEGEND
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ADEQ POSTING & MAILBOX
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INLET PROTECTION
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SEEDING RATES:
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SEQUENCE OF ACTIVITIES: A. POST SWPPP AND CONSTRUCTION SITE NOTICE/GRADING PERMIT. B. INSTALL STABILIZED CONSTRUCTION ENTRANCE. C. INSTALL SILT FENCING AND TREE PRESERVATION FENCING PER CONSTRUCTION PLANS. D. CONSTRUCT TEMPORARY SEDIMENT BASIN IF REQUIRED. E. CLEAR THE SITE OF TREES, AND DEBRIS.(SEE TREE PRESERVATION PLAN) F. REMOVE TOPSOIL AND STOCK PILE. G. GRADE STREETS. H. STABILIZE GRADED AREAS AND STOCKPILES WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY. I. INSTALL UTILITIES & STORM SEWER. J. INSTALL BASE AND CURBS. K. BACKFILL CURB, FINE GRADE AND INSTALL PERMANENT SEEDING, SOD AND PLANTINGS. L. COMPLETE FINAL PAVING. M. WHEN ALL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCING AND EROSION CONTROL MEASURES. ALSO RE-SEED ANY AREAS DISTURBED BY THEIR REMOVAL.
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NOTE: ALL LOTS TO BE GRADED TO DRAIN TOWARDS STREET
STA. 0+00.00 RIM - 1315.72 INV IN 1305.83 INV OUT 1305.73
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STA. 1+63.33 RIM - 1316.70 INV IN 1306.75 INV OUT 1306.65
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STA. 3+76.97 RIM - 1314.60 INV IN 1307.91 INV OUT 1307.81
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STA. 5+90.61 RIM - 1318.10 INV IN 1309.08 INV OUT 1308.98
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STA. 8+03.97 RIM - 1322.00 INV OUT 1313.35
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STA. 1+09 8" WATER MAIN
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STA. 4+42 24"x38" RCP
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STA. 2+67 24" HDPE
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PROPOSED GRADE AT POINT OF BURY
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-0+50
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213.64LF 8IN PVC @ 1.00%
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272.00LF 8IN PVC @ 1.00%
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190.63LF 8IN PVC @ 1.00%
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A-1
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STA. 0+00.00 RIM - 1316.70 INV IN 1306.75 INV OUT 1306.65
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STA. 2+13.64 RIM - 1319.00 INV IN 1309.03 INV OUT 1308.89
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STA. 4+85.64 RIM - 1321.30 INV IN 1311.85 INV OUT 1311.71
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STA. 6+76.27 RIM - 1323.10 INV IN 1313.85 INV OUT 1313.71
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STA. 0+64 24"x38" RCP
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PROPOSED GRADE AT POINT OF BURY
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EXISTING GROUND AT POINT OF BURY
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GRAPHIC SCALE IN FEET
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N
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0
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50
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100
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Time: 3:18 pm
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Date: 3/30/2020
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Scale: 1=25 (PS)
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Drawing Name: 19\300\19-342\ENGINEERING\06 UTILITY PLAN & PROFILES.dwg
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Xrefs Used: BASE, 24x36, COA BBA
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UTILITY PLAN & PROFILES
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06
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www.nwabatesinc.com
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19-342
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CENTERTON, ARKANSAS
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BLISS STREET DUPLEX SUBDIVISION
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G. Bates
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B. Watts
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3-31-20
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CONSTRUCTION PLANS
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01/13/20
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2nd SUBMITTAL (REVISIONS PER TECHNICAL PLAT REVIEW)
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3rd SUBMITTAL
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4th SUBMITTAL
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NOTES: 1. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND, AND ALL EXISTING UTILITIES UNDER 12KV SHALL BE RELOCATED UNDERGROUND. 2. ALL CONDUITS PLACED BY CONTRACTOR MUST HAVE 48" OF COVER AT FINAL GRADE AND MARKED WITH POST TO IDENTIFY THE END OF CONDUITS. THERE MUST BE A MINIMUM SEPARATION OF 12" BETWEEN CONDUITS FOR ELECTRIC AND CONDUITS FOR OTHER UTILITIES. 3. DAMAGE TO OR RELOCATION OF EXISTING UTILITIES SHALL BE AT THE DEVELOPERS EXPENSE. 4. THE ENGINEER OF RECORD SHALL PROVIDE "FULL TIME" INSPECTION FOR UTILITIES AND "PART TIME" INSPECTION FOR THE STORM DRAINAGE AND ROADWAY CONSTRUCTION, AND WEEKLY REPORTS SHALL BE SUBMITTED TO THE CITY OF CENTERTON'S PUBLIC WORKS INSPECTOR. 5. NOTIFY PUBLIC WORKS INSPECTOR IN ADVANCE OF PERFORMING WORK IN THE RIGHT OF WAY OR PUBLIC INFRASTRUCTURE 6. AHTD PERMIT REQUIRED TO PERFORM WORK IN THE STATE RIGHT OF WAY. 7. ALL SIGNS MUST BE PERMITTED BY SEPARATE PERMIT. 8. CENTERTON REQUIRES ALL UTILITIES, INCLUDING FRANCHISED UTILITIES TO BE LOCATED WITHIN THE CORRIDORS IN THE FRONT BUILDING SETBACKS. SEE LINK; htts://cwsdonline.com/documents/626/utility placemen.pdf 9. CENTERTON REQUIRES "CONDUIT CROSSINGS BE PLACED AT INTERSECTIONS AND MID-WAY DOWN THE STREETS FOR THE FRANCHISE UTILITIES TO USE. THESE CROSSINGS MUST ALSO BE MARKED ON THE CURB WITH SURVEY MARKERS EMBEDDED INTO THE CURB ALONG WITH "T" POSTS MARKING THE ENDS OF THE CONDUITS. 10. COORDINATE WITH CENTERTON UTILITIES FOR MAKING THE HOT TAPS. CENTERTON UTILITIES DOES ALL HOT TAPS ON OUR SYSTEM. 11. REFER TO THE CENTERTON WATER & SEWER SPECIFICATIONS. SEE LINK; https://centertonutilities.com/documents/626/Centerton_Utilities_Standard_Specifications_061419.pdf
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WATER: 1. IT IS THE NEW POLICY OF THE CITY OF CENTERTON WATER & SEWER DIVISION THAT ALL STREET REPAIRS DUE TO IT IS THE NEW POLICY OF THE CITY OF CENTERTON WATER & SEWER DIVISION THAT ALL STREET REPAIRS DUE TO WATER/SEWER TAPS WILL BE MADE BY THE CONTRACTOR. THE REPAIR SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARDS AND SHALL OCCUR WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF THE WATER/SEWER TAP. STANDARD WATER SPECIFICATIONS & DETAILS APPLY. 2. PRIOR TO OBTAINING A TEMPORARY WATER METER FOR TESTING OR SERVICE OFF OF A CONTRACTOR INSTALLED NEW MAIN, PRIOR TO OBTAINING A TEMPORARY WATER METER FOR TESTING OR SERVICE OFF OF A CONTRACTOR INSTALLED NEW MAIN, RIOR TO OBTAINING A TEMPORARY WATER METER FOR TESTING OR SERVICE OFF OF A CONTRACTOR INSTALLED NEW MAIN, THE FOLLOWING ITEMS MUST BE PERFORMED OR PROVIDED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT: THERE ARE NO OUTSTANDING ISSUES WITH SITE REQUIREMENTS OR OUTSTANDING EROSION CONTROL VIOLATIONS. THE WATER MAIN MUST BE INSTALLED AND A FINAL INSPECTION PERFORMED BY THE PUBLIC WORKS INSPECTOR, WATER DEPARTMENT, AND DESIGN ENGINEER AND THE ITEMS ON THE FINAL PUNCH LIST COMPLETED. THE STRUCTURE MUST BE CONNECTED TO PUBLIC SANITARY SEWER, IF A NEW MAIN, THE SANITARY SEWER MAIN MUST BE INSTALLED AND A FINAL INSPECTION PERFORMED BY THE PUBLIC WORKS INSPECTOR, AND DESIGN ENGINEER AND THE ITEMS ON THE FINAL PUNCH LIST COMPLETED ONE (2) SETS OF AS-BUILT DRAWINGS OF THE INSTALLED UTILITIES AS A HARD COPY AND IN PDF FORMAT; IF THE ENTIRE PROJECT IS NOT READY FOR ACCEPTANCE, PROVIDE A UNIT PRICE CONSTRUCTION COSTS AND A MAINTENANCE BOND IN THE AMOUNT OF 100% OF THE PUBLIC UTILITY IMPROVEMENTS (WATER AND SEWER) TO THE CITY. THIS BOND WILL BE REPLACED WITH THE PROJECT BOND WHEN THE PROJECT IS COMPLETE AND ACCEPTED. (SEE BELOW) CERTIFICATION THAT THE WATER MAIN, FIRE LINE, AND SEWER LINES, ETC., WERE INSTALLED PER APPROVED PLANS AND CITY OF CENTERTON REQUIREMENTS. THE PROJECT IS READY FOR TEMPORARY CERTIFICATE OF OCCUPANCY (TCO). IF NOT, THE METER WILL BE INSTALLED TO ALLOW FOR TESTING ONLY AND TURNED OFF UNTIL THE TCO IS ISSUED. 3. IN GENERAL, THE WATER VALVES, MANHOLES, AND FIRE HYDRANTS SHOULD BE PLACED TO AVOID BEING IN GENERAL, THE WATER VALVES, MANHOLES, AND FIRE HYDRANTS SHOULD BE PLACED TO AVOID BEING LOCATED WITHIN THE FUTURE SIDEWALK. 4. ALL TRENCHING AND BEDDINGS SHALL BE IN ACCORDANCE WITH CENTERTON'S STANDARD WATER TRENCH DETAIL . ALL TRENCHING AND BEDDINGS SHALL BE IN ACCORDANCE WITH CENTERTON'S STANDARD WATER TRENCH DETAIL UNLESS OTHERWISE NOTED ON DRAWING. 5. ALL WATER MAINS SHALL BE 8" C-900 PVC.
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SEWER: 1. IT IS THE NEW POLICY OF THE CITY OF CENTERTON WATER & SEWER DIVISION THAT STREET REPAIRS IT IS THE NEW POLICY OF THE CITY OF CENTERTON WATER & SEWER DIVISION THAT STREET REPAIRS DUE TO WATER/SEWER TAPS WILL BE MADE BY THE CONTRACTOR. THE REPAIR SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL AND SHALL OCCUR WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF THE WATER/SEWER TAP. 2. ALL SEWER MAINS SHALL BE 8" SDR-26 PVC. ALL SEWER MAINS SHALL BE 8" SDR-26 PVC. 3. IF A CONFLICT ARISES WHERE THERE IS NOT SUFFICIENT CLEARANCE TO PREVENT STORM WATER PIPE IF A CONFLICT ARISES WHERE THERE IS NOT SUFFICIENT CLEARANCE TO PREVENT STORM WATER PIPE FROM RESTING ON TOP OF SANITARY SEWER PIPE, THEN APPLY CONCRETE BRIDGING SUPPORT AS DETAILED ON DETAIL SHEET.
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BUILDING SETBACK LINE
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CONCRETE (SURFACE)
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STORM SEWER MANHOLE
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ELECTRICAL (OVERHEAD)
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SANITARY SEWER MANHOLE
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GAS
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RIGHT-OF-WAY
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LIGHT
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SIDEWALK
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GAS METER
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DESCRIPTION
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PROPOSED
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EXISTING
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CURB & GUTTER
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FIRE HYDRANT ASSEMBLY
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GAS MAIN
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IRON PIN - (RE-BAR)
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PROPERTY LINE (EXTERNAL)
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POWER POLE
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WATER VALVE
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SANITARY SEWER PIPE
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WATER METER
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EASEMENT
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STRIPE (PAINTED OR STICKY)
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HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 5'
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HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 5'
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.