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PRELIMINARY PLAT THE VILLAGE AT MON CREEK
PULASIO COUNTY
LITTLE ROCK, ARKANSAS
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Memo
To:
From
Date:
Re:
Rock Region
AVA METRO
Rock Region METRO Planning and Subdivision Review
City of Little Rock Planning and Development, Donna James
Kathleen Lambert, Sr. Transit Planner
March 15, 2o16
Zoning & Subdivision Reviews March 16, 2015 hearing
1) S-1070-J_Z-6o51-K Tract 4 Ark Systems Office Park Subdivision, Preliminary Plat, PCD Revocation
and Rezoning
a) Location is currently not served by METRO however it is part of our future West Little
Rock express service. Please provide a continuous pedestrian path along Chenal and
adjacent Arkansas Systems Drive. Also provide internal sidewalks between
developments for use by patrons and employees to access different buildings within
the campus and the perimeter sidewalks.
2) Z-9126 Donaghey Building Short -form PCD- 7th and Main St.
a) Location is currently served by METRO in multiple ways through downtown Little Rock.
Mixed use development in downtown is supported by and supportive of transit. METRO
has objections.
3) S -1538-K Gateway Town Center Revised plat- Bass Pro Parkway
a) Location is currently served by Route 23. We expect to continue to serve this location
for access to jobs and services. No comments at this time.
4) S -1590-A Otter Creek Multi -family Subdivision Site Plan
a) Location is not currently served by METRO, however the neighborhood is in our future
plans. Service along Stagecoach Road is nearby. Provide sidewalks on the perimeter of
the property along Baseline Road and Wimbledon Loop. Create an interior
development pedestrian path for access to sidewalks and nearby transit routes.
2
5) Z -912o Rebel Kettle Brewery and Restaurant- 822 East 6th St.
a) Location is currently served by METRO on route 12 and is a short walk from the River
City Travel Center at Capital and Rock Streets. Provide a continuous pedestrian path
from the sidewalks at the property perimeter to the front door of the business. It will
allow access for customers and employees using other modes of transportation such as
transit, walking and biking.
6) Z-9121 SCK Place LLC- 681g-6823 Honeysuckle Place
a) Location is not currently served by METRO, however the neighborhood is in our future
plans. Service along Stagecoach Road is nearby. Provide sidewalks on the perimeter of
the properties for access to other modes of transportation.
7) Z-581-7 Little Rock Plastic Surgery-151oo Cantrell Road
a) Location is served by METRO on route 25. Please provide sidewalks for pedestrian
access to the transit as well as the front door of the business. Sidewalks maintain a path
for those using other modes of transportation such as transit, biking and walking.
8) Z -2933-B SM Investments Midtown- 4520 West Markham St.
a) Location is served by METRO on route 5the busiest route in Little Rock. Please provide
pedestrian path to front door of the business. Sidewalks maintain a path for those using
other modes of transportation such as transit, biking and walking.
9) S -1277 -D -Z -6720-A Riverside Properties Preliminary plat-161oo Chenal Parkway
a) Location is currently not served by METRO however it is part of our future West Little
Rock express service. No objections to the plan as shown.
1o) Z -6532-H The Villas at Chenal- Planned Residential senior housing
a) Location is currently not served by METRO however it is part of our future West Little
Rock express service along Chenal Parkway. Provide access for pedestrians and cyclists
to Chenal Parkway. Provide a continuous pedestrian path interior to the development
and sidewalks at the street fronts on Chenal Valley Dr. and La Marche Dr. Plan for
future paratransit service for seniors along a transit route. Vehicles will need clear
turning radii and residential curbside pick-up.
3
11) Z -1-735-A Orlando Heights -1-o1- University Ave.
a) Location is served by METRO on multiple routes at this key midtown location for route
5. Please provide continuous pedestrian path for access to transit and the front
entrance of the business. Adding turning movements to this busy intersection impedes
access to transit from the street.
3.2)S-1771 McPherson Addition — 8701- West Markham St.
a) Location is served by METRO on route 5. Provide sidewalks along West Markham St.
Create a pedestrian path to the front on the business for access to other modes of
transportation such as transit, bicycling and walking.
1-3) Z -6848-D Chandridge Park Development
a) Location is not currently served by METRO. We have no objection at this time.
1-4) Z-75oo-F Pinnacle Creek revised- 3.483.o Cantrell Rd.
a) Location is served by METRO on route 25. We have no objections to the plan as shown.
15) Z -7603-H 1491-0 Cantrell Road PCD
a) Location is served by METRO on route 25. Provide a continuous pedestrian path along
Cantrell Rd and to the front entrances of each business to allow access for employees
and patrons from the transit route.
1-6) Z -2246-B The Residence at Pettaway- 2020 Vance St.
a) Location is served by METRO on Route 6. Provide pedestrian improvements along all
perimeters of the property. Provide direct pedestrian path to street and transit from the
interior of the property. Pedestrian access is critical to walkable downtown
neighborhoods as is this location.
1-7) Z -6554-H Lowe's Kanis and Bowman PCD
a) Location is served by METRO on route 5 at Bowman Rd in the Wal-Mart PCD adjacent.
The location is an important part of our future transit plans. Sidewalk infrastructure is
critical in this area for access to services and jobs. Provide a continuous pedestrian way
along Bowman Rd and Kanis Rd. A pedestrian path through the parking area to the
front of the business is important as a pedestrian safe zone. The critical pedestrian
elements will keep available access to other forms of transportation such as transit,
bicycling and walking giving residents the opportunity for employment and services.
Public Works Review Comments
Planning Commission
Agenda Date: 4-7-16
Z File Number Z -2246-B
The Residence at Pettaway PD -R
Board of Adjustment
2020 Vance St.
1 Due to the proposed use of the property, the Master Street Plan specifies that Vance Street for the
frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from
centerline.
2 A 20 feet radial dedication of right-of-way is required at the intersection of Vance St. and E. 21 st St.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 Remove the driveway apron on Bragg St. north of the stormw�ter inlet near the north property line.
Z File Number LA -0053-A
Colonel Glenn Commercial, Tract 27 Adv Ord Var. Col. Glenn Plaza Lp & David O' Dodd Rd
for a
1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction.
2 Storm water detention ordinance applies to this property.
3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
4 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to
issuance of a certificate of occupancy.
5 Per Sec. 29-197(2), the grading shall be expeditously completed in a time frame not to exceed one (1)
year in duration from the time work commences to installation of all final erosion control measures
and vegetation.
6 Provide visual screening of the completed area by providing undisturbed buffer strips or earthen berms
along Colonel Glenn Plaza Loop. Per Sec. 29-197(3) provide line of sight illustrations from
adjacent street(s) and properties for review by the Planning Commission.
7 Per Sec. 29-197(11), a permanent vegetative cover of suitable perennial grass shall be established over
all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer may be
required.
8 Per Sec. 29-197(12), all erosion and stabilization controls, including permanent vegetation and
plantings and stormwater detention systems are to be maintained by the responsible part
period of 2 years following completion of site grading.
9 Per Sec. 29-197(12), periodic mowing, generally 2 times per year or more often if required by CLR
shall be provided to encourage perennial grass growth.
Monday, March 14, 2016 Page 1 of 12
10 Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash,
surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final
inspection of the
grading activities.
1 I Per Sec. 29-197(14), all required federal, state, and local permits and approvals shall be obtained prior
to commencement of land alteration activities.
12 Public works staff must be contacted for inspection for final approval of site stabilization prior to
acceptance and relinquishment of maintenance bond.
13 Staked orange fencing must be installed along the open space undisturbed buffer areas during
construction to prevent access to these buffer areas.
14 At the completion of the land alteration activities, a minimum six (6) inches of suitable top soil shall
be placed over all disturbed areas and permanent vegetative cover established.
15 A sign is required to be posted on site.
Z File Number S -1070-J
Tract 4 Arkansas Systems Off Park Subd Plat 17400 Chenal Parkway
I Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of-
way to 55 feet from centerline will be required.
2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little
Rock Code and the Master Street Plan. Sidewalks should be installed along Chenal
Parkway and
the existing south driveway.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Site grading, and drainage plans will need to be
submitted and approved prior to the start of construction. Is an advanced grading variance
requested
to grade phase 2 with construction of phase 1 of the project?
5 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
6 If disturbed area is I or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
7 Alteration of the water course will require approval from the Little Rock District of the US Army
Corps of Engineers prior to start of work.
8 The existing curb along Arkansas Systems Drive and the median at Chenal Parkway has been painted
red and signed as a "Fire Lane". No records show the public street functions as a fire lane. The
paint should be removed.
9 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to
construction.
Monday, March 14, 2016 Page 2 of 12
10 The minimum Finish Floor elevation of at least 1 ft above the proposed base flood elevation is
required to be shown on plat and grading plans for Lot 4A and4B. At time of
construction and
prior to issuance of the final certificate of occupancy, an elevation certificate will be required to be
provided.
11 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be
dedicated to the public. In addition, a 25 foot wide access easement is required adjacent
to the
to
floodway boundary.
12 The base flood elevations show to be below the bottom of the ditch. The majority of the channel
adjacent to the subject property shows to be in the floodplain with the channel upstream shown to
be in the floodway. Prior to issuance of a grading permit, a hydraulic study should be conducted to
show the new base flood elevations and confirm the stream remains within the channel. The
expected storm flows should be obtained from the FTN & Associates current working model. A "No
Rise Certification" based on the proposed conditions must be provided to staff for review and
approval prior to the issuance of a grading permit.
13 Per City code, Section 36-341, vehicle parking is restricted from being provided in the floodway. A
variance must be requested?
14 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior
issuance of a certificate of occupancy.
15 Design plans for piping system must be submitted to staff for approval prior to issuance of a grading
permit. The proposed piping and open ditch section must be placed within a drainage
easement.
What is the proposed ditch section design?
Contact
16 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy.
Traffic Engr 379-1813 (Greg Simmons) for more info. Streetlights do not appear to be installed
along Arkansas Systems Drive.
18 The vehicle stack lane should be separated from the vehicle drive aisle to not block parking and
improve pedestrian safety.
Z File Number S -1277-D
Riverside Properties Pre Plat 16100 Chenal Parkway
1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
2 The 60 ft access easement should extend along the east and north sides of lot 3.
3 The proposed access easement does not follow the existing street.
4 Private access is proposed for these lots. In accordance with section 31-207, private streets must be
designed to the same standards as public streets. A minimum access easement width of 60' is
required and street width of 31' from back of curb to back of curb.
5 Sidewalks with appropriate handicap ramps are required on both sides of the private street in
accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan.
6 Sidewalks with appropriate handicap ramps are required adjacent to Chenal Parkway in accordance
with Sec. 31-175 of the Little Rock Code and the Master Street Plan.
7 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
Monday, March 14, 2016 Page 3 of 12
8 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction.
9 Show the proposed driveway locations.
10 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan. Maintenance of the detention pond and all private drainage
improvements is the responsibility of the developer and/or local property owners association.
11 If disturbed area is I or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
12 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
13 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
Z File Number S -1538-K
Gateway Town Center Rev Plat -Tract C W of Bass Pro Pkwy & Gateway Grove Loop
1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
2 Show the proposed driveway locations. Driveway locations and widths must meet the traffic access
and circulation requirements of Sections 30-43 and 31-210. Some lots may share a -single driveway
access centered on the property line. The width of driveway must not exceed 36 feet.
3 Show proposed driveways and/or private streets. Private access is proposed for these lots. In
accordance with section 31-207, private streets must be designed to the same standards as public
streets. A minimum access easement width of 60 ft is required and minimum street width of 31 ft
without many turn movements is required from back of curb to back of curb. A standard 80 ft cul-de-
sac or tee type turnaround is required.
4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
5 Due to the property being adjacent to the floodplain, the minimum Finish Floor elevation of at least
1 ft above the base flood elevation is required to be shown on plat and grading plans.
6 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a
four-way intersection within 75' of the future curb line of the street.
7 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
8 All public drainage easements must be unobstructed and access provided to the public right-of-way by
constructed infrastructure and/or documented on the final plat.
9 All public drainage easements must contain drainage infrastructure approved by the City of Little
Rock Public Works Department.
10 100 year overflow swales must be constructed and placed within public drainage easements.
Monday, March 14, 2016 Page 4 of 12
11 Access to detention ponds must be provided to the public right-of-way and/or access easement for
future maintenance by the developer and/or local property owners' association.
Z File Number 5-1590-A
Otter Creek Multi -family Subdivision Site Plan Rev SW corner Baseline Rd & Wimbledon Loop
I Baseline Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way
to 55 feet from centerline will be required.
2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little
Rock Code and the Master Street Plan adjacent to Baseline Rd and Wimbledon Loop.
3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction. Will the
development be constructed in more than 1 phase. If so, is an advanced grading permit being
requested to grade future phases with construction of phase 1.
4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan. Maintenance of the detention pond and all private drainage
improvements is the responsibility of the developer and/or local property association.
7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
8 Show proposed gate locations.
9 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
10 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. Driveway spacing of at least 300 ft is required on Baseline Rd measured from the
ROW of Wimbledon Loop to the center of the proposed driveway. The width of driveway must not
exceed 36 feet.
11 Show the driveway location on the east side of Wimbledon Loop.
12 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area
50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at
the intersection of Baseline Rd with the proposed driveway.
13 If gates are proposed, a turn around must be provided for a SU -30 vehicle attempting to enter
development.
14 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the
intersection(s) comply with 2004 AASHTO Green Book standards.
15 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
Monday, March 14, 2016 Page 5 of 12
16 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide
recycling and encourage participation by the tenants, renters, or owners of each unit. Contact
Melinda Glasgow at 371-4646 for more information.
17 The subject property drains to the existing pond to the east. Construction in the area has resulted in
water quality issues in the pond in the past. Sufficient erosion and sediment controls should be
installed to prevent damage to the pond from this project.
18 If the Baseline Rd driveway is proposed to provide all vehicle movements, a left turn lane should be
striped on Baseline Road. The tapers may extend beyond the property frontage.
Z File Number 5-1771
McPherson Add. Pre Plat Lot 1 R,C 8701 W. Markham St.
1 W. Markham St. is classified on the Master Street Plan as a minor arterial. With special design
standards. A dedication of right-of-way 35 feet from centerline will be required.
2 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to these streets including 5 -foot sidewalks with planned development.
The new back of curb should be moved within 2 ft of the existing power poles to provide a future
center left turn lane. The sidewalk should be placed behind the power poles.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 Storm water detention will not apply to the proposed development.
5 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. The proposed driveway location creates left turn conflicts with Fairbrook Drive.
The driveway should be moved near the west property line.
Z File Number Z -1735-A
Orlando Heights PCD 101 N. University Ave.
1 W. Markham St. is classified on the Master Street Plan as a minor arterial with special design
standards. A dedication of right-of-way 63 feet from curb island instead of 56 ft will be required with
the sidewalk placed at the back of curb. A variance must be requested for a reduction in right-of-way
dedication.
2 A minimum of 75 feet radial dedication of right-of-way is required at the intersection of Markham St.
and Unversity Ave. per the Master Street Plan for arterial/arterial intersection designs. A variance
must be requested for the reduced right-of-way dedication.
3 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Markham St. including 5 -foot sidewalks with planned development.
The new back of curb should be located to provide 5 - 11 ft WB lanes and a 2 ft curb and gutter
section on the north side of the center curb island. The sidewalk should be placed at the back of curb.
4 Appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and
the Master Street Plan.
5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
6 Coordinate design of traffic signal upgrade with proposed street improvements. Plans to be forwarded
to Trak Engineering for approval.
Monday, March 14, 2016 Page 6 of 12
7 Obtain permits prior to doing any street cuts or curb cuts. Obtain barricade permit prior to doing any
work in the right-of-way. Contact Trak Engineering at (501) 379-1805 (Travis Herbner) for more
information.
8 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance .
of a certificate of occupancy.
9 If waiver of boundary street improvements is approved, new compliant access ramps should be
constructed along with sidewalk adjacent to W. Markham St.
10 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. Waivers must be requested for the existing driveway locations on University Ave.
and W. Markham St. to be located within 300 ft of the intersecting right-of-way. Due to the
minimum driveway spacing at a signalized intersection, the W. Markham St. driveway should be
reconstructed with an island and signage preventing left turn movements in and out of the subject
Z File Number Z -2933-B
SM Investments Midtown LLC PCD 4520 W. Markham St.
1 Due to the proposed use of the property, the Master Street Plan specifies that Beechwood Street for
the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet
from centerline.
2 A 20 feet radial dedication of right-of-way is required at the intersection of Markham St, and
Beechwood St.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 The radius of the driveways cannot extend beyond the projection of the side property line to the
adjacent street.
5 Appropriate handicap ramps are required to be installed at the intersection of Beechwood St. and
Markham St. in accordance with CLR Standard Details.
6 W. Markham St. is classified on the Master Street Plan as a minor arterial with special design
standards. A dedication of right-of-way 35 feet from centerline will be required.
7 Due to the proposed more intense use and the absense of a center turn lane on W. Markham St., the
W. Markham St. driveway should be modified with an island and signage provided to restrict left
turns into and out of the subject property.
8 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
9 Due to high pedestrian traffic in the area, pedestrian access should be provided from the public
sidewalk to the front door of the structure.
10 Insufficient drive aisle width is proposed on the southside of the bulding.
11 The radius is insufficient on the SE corner of the building for a vehicle drive thru lane.
Z File Number Z -5817-G1
Little Rock Plastic Surgery Center PD -0 15100 Cantrell Rd
Monday, March 14, 2016 Page 7 of 12
back
I Cantrell Rd. is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way
to 55 feet from centerline will be required.
2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little
Rock Code and the Master Street Plan. The sidewalk should be placed at least 5 to 7 ft off the
of curb. The sidewalk can meander to the back of curb to avoid obstructions for short stretches.
3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI.
4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
5 Remove all curb cuts not proposed to be used by this development.
6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction.
7 Storm water detention ordinance applies to this property.
8 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
9 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the
intersection(s) comply with 2004 AASHTO Green Book standards.
10 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to
issuance of a certificate of occupancy.
Z File Number Z -6532-H
The Villas at Chenal Rev PRD Chenal Valley Drive at LaMarche Drive
1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction. Is a variance
requested to advance grade within and/or outside of the subject property?
3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan. Maintenance of the detention pond and all private drainage
improvements is the responsibility of the developer and/or local property owner's association and
detailed in the bill of assurance.
5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
6 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
7 Street names and street naming conventions must be approved by Public Works. Contact Glenn
Haley at (501) 371-4537.
Monday, March 14, 2016 Page 8 of 12
8 What is the expected slope of the cut face? Provide line of site illustration from adjacent streets of the
proposed north cut slope. Is any landscaping or vegetation other than trees proposed on the terrace?
9 No residential waste collection service will be provided on private streets unless the property owners
association provides a waiver of damage claims for operations on private property.
10 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
11 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide
recycling and encourage participation by the tenants, renters, or owners of each unit. Contact
Melinda Glasgow at 371-4646 for more information.
12 Access to detention ponds must be provided to the public right-of-way and/or access easement for
future maintenance by the developer and/or local property owners' association.
13 Prior to construction of retaining walls, a engineer's certification of design and plans must be
submitted to Public Works for approval. After construction, an as -built certification is required for
construction of the retaining wall.
Z File Number Z -6554-H
Lowe's at Kanis & Bowman PCD NW corner of Kanis Rd & Bowman Rd
1 Kanis Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45
feet from centerline will be required. The proposed right-of-way agrees with the right-of-way needed
for the CLR Kanis Road project.
2 Bowman Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way
45 feet from centerline will be required. At arterial/arlterial intersections. The applicant shall dedicate
an additional 10 ft of right-of-way, measured from the centerline of the right-of-way, for a right turn
lane. The additional right-of-way shall be 250 ft in length measured from the intersecting right-of-
way.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land
clearing or grading activities at the site. Other than residential subdivisions, site grading and
drainage plans must be submitted and approved prior to the start of construction. A land alteration
variance should be requested for the 40 ft cut west of the building. Provide a detail of the proposed
cut at the west terranced area.
5 Provide a line of sight illustration of the west cut terrace from Bowman Road and Bowman Rd/Kanis
Rd intersection.
6 Boundary street improvements are adequate.
7 Storm water detention ordinance applies to this property. Show the proposed location for stonnwater
detention facilities on the plan. Maintenance of the detention pond and all private drainage
improvements is the responsibility of the developer and/or local property owners association
8 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
9 On site striping and signage plans should be forwarded to Public Works, Traffic Engineering for
approval with the site development package.
Monday, March 14, 2016 Page 9 of 12
10 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a
grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501)
379-1805 (Travis Herbner) for more information.
11 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. The width of driveway must not exceed 36 feet. A mountable curb should be
installed on the west side of the Kanis Rd driveway. The area behind the curb can be a colored,
textured concrete for the additional width needed.
12 Vegetation must be established on disturbed area within 21 days of completion of harvest activities.
13 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
14 Prior to construction of retaining walls, a engineer's certification of design and plans must be
submitted to Public Works for approval. After construction, an as -built certification is required for
construction of the retaining wall.
Z File Number Z -6848-D
Chandridge Park Development Rev PD -R. 2 - 12 Chandler Park Drive
1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
2 No residential waste collection service will be provided on private streets unless the property owners
association provides a waiver of damage claims for operations on private property.
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
Z File Number Z -7500-F
Pinnacle Creek Rev PCD 14810 Cantrell Rd
0 No comments
Z File Number Z -7603-H
14910 Cantrell Rd Rev PCD 14910 Cantrell Road
1 Adjacent to Lot 2 and south of Lot 1-R, sidewalks with appropriate handicap ramps are required in
accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan.
2 On the plans, the right turn lane median located on the east side of the Cantrell Road/private street
intersection must be removed.
3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
4 The newly installed access ramp at the Burger King driveway should be modified to not direct
pedestrians into the center of the intersection.
Z File Number Z-9120
Rebel Kettle Brewery & Restaurant PCD 822 E. 6th St.
1 A 20 feet radial dedication of right-of-way is required at the intersection of E. 6th St. and Collins St.
Monday, March 14, 2016 Page 10 of 12
2 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Collins St including 5 -foot sidewalks with planned development as
shown on plan. Street improvements should include striping. Plans for construction should be
submitted to show positive drainage will be provided along with details of improvements.
3 New access ramps should be installed at the intersection of E. 6th St. and Collins St. as shown on
plans.
4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
5 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private
improvements (fence, front planting bed, and any other private improvements) located in the right-of-
way.
6 If the facility obtains a temporary CO or opens before street improvements are installed, temporary
barricades or barrels should be placed along Collins St. to prevent vehicle parking along with a surety
bond posted for the street improvements.
7 Improvements shall include signage and striping. Public Works must approve completed plans prior
to construction.
8 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
10 The proposed E. 6th St. driveway apron should be improved to CLR standard detail PW -34. This
driveway will be exit only. Signage and striping should be provided to notify drivers.
11 Sidewalks are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street
Plan to be installed adjacent to E. 6th St. to connect with existing sidewalk to the west.
12 The proposed parking lot and drive aisles should be striped and signed in conformance with MUTCD
standards.
Z File Number Z-9121
SCK Place LLC PD -R 6819 - 6823 Honeysuckle Lane
1 Honeysuckle Lane is classified on the Master Street Plan as a residential street. A dedication of right-
of-way 25 feet from centerline will be required.
2 Private access is proposed for these lots. The private street should be widened to provide at least 20
ft of paved surface.
3 The proposed home will be addressed out of sequence.
4 All driveways shall be concrete aprons per City Ordinance.
5 With site development, provide design of street conforming to the Master Street Plan. Provide at
least 20 ft of paved surface on Honeysuckle Lane adjacent to the subject property. A paved
hammerhead turnaround should be provided for vehicular use. The turnaround should be at least 40 ft
long and be located within public right-of-way.
6 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be
shown on plat and grading plans.
7 Show the limits of the 100 -year floodway and floodplain on the survey.
Monday, March 14, 2016 Page 1 I of 12
8 Street Improvement plans shall include signage and striping. Public Works must approve completed
plans prior to construction.
9 No residential waste collection service will be provided on private streets unless the property owners
association provides a waiver of damage claims for operations on private property.
10 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
11 All proposed utiliy and drainage easement will be platted as private since access will not be provided
from public right-of-way.
Z File Number Z-9126
Donaghey Building PCD SE corner of 7th St. and Main St.
I An appropriate handicap ramp constructed per CLR Detail are required in accordance with Sec. 31-
175 of the Little Rock Code and the Master Street Plan. The new ramp should be installed at the
intersection of 7th and Main St. and at the alley on 7th St.
2 Repair or replace any curb and gutter or sidewalk that is damaged or not in conformance with CLR
standard details in the public right-of-way prior to occupancy.
3 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for any private
improvements proposed to be located in the right-of-way.
Monday, March 14, 2016 Page 12 of 12
To: Donna James Subdivision Administrator
From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal
Comment for the following Locations_
Z -2933-B 4520 West Markham
Full plan review
S -1070-J — Z -6051-K 17400 Chenal Parkwa
No Comments
Z-9126 7th and Main Street
Fire command center and full plan review
S -1538-K Gateway Grove and Bass Pro Parkway
Fire access
S -1590-A Baseline road and Wimbledon Loo
Maintain Access:
Fire Hydrants.
Date: March 14, 2016
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as
approved by the fire chief.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the highest
roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes
of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched
roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater.
D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of
26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this condition
shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be
positioned parallel to one entire side of the building. The side of the building on which the aerial fire
apparatus access road is positioned shall be approved by the fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire
apparatus access road or between the aerial fire apparatus road and the building. Other obstructions
shall be permitted to be places with the approval of the fire code official.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access
roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces or
repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department personnel
for emergency access. Emergency opening devices shall be approved by the fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are
capable of being opened by means of forcible entry tools or when a key box containing the keys
to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to comply
with requirements of ASTM F 2200.
Multi -Family Residential Developments
As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having
more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units
shall be equipped throughout with two separate and approved fire apparatus access roads.
Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus
access road when all building, including nonresidential occupancies are equipped throughout with
approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2
As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having
more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units
shall be provided with two separate and approved fire apparatus access roads regardless of whether
they are equipped with an approved automatic sprinkler system.
One- or Two -Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101—
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z-9120 822 East 6t" Street
Canopy may have to be sprinkled. Full plan review
Z-91216819-6823 Honeysuckle Lane
Access to structure.
Z -5817-G 15100 Cantrell Road
Full plan review
S -1277-D — Z -6720-A 16100 Chenal Parkway
No Comment
S-1767
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as
approved by the fire chief.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess
of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4.
Requirements for Dead-end fire apparatus access roads.
One- or Two-FamilV Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101—
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z -6532-H Chenal Valley Drive -LaMarche Drive
2 means of access into development.
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as
approved by the fire chief.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess
of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4.
Requirements for Dead-end fire apparatus access roads.
Multi -Family Residential Developments
As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having
more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units
shall be equipped throughout with two separate and approved fire apparatus access roads.
Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus
access road when all building, including nonresidential occupancies are equipped throughout with
approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2
As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having
more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units
shall be provided with two separate and approved fire apparatus access roads regardless of whether
they are equipped with an approved automatic sprinkler system.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101—
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z -1735-A 101 North University Ave
Full plan review
S-17718701 West Markham Street
No Comment
Z -6848-D 2-12 Chandler Park Drive
Has to have two hour fire walls between condos. Full plan review.
Z -7500-F 14810 Cantrell Road
Maintain Access
Z -7603-H 14910 Cantrell Road
Full plan review
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as
approved by the fire chief.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads
as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30
feet or three stories in height shall have at least two means of fire apparatus access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross
building area of more than 62,000 square feet shall be provide with two separate and approved fire
apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have a single
approved fire apparatus access road when all building are equipped throughout with approved
automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a
distance apart equal to not less than one half of the length of the maximum overall diagonal dimension
of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the highest
roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes
of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched
roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater.
D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of
26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this condition
shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be
positioned parallel to one entire side of the building. The side of the building on which the aerial fire
apparatus access road is positioned shall be approved by the fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire
apparatus access road or between the aerial fire apparatus road and the building. Other obstructions
shall be permitted to be places with the approval of the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101—
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z -2246-B 2020 Vance Street
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as
approved by the fire chief.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the highest
roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes
of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched
roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater.
13105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of
26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this condition
shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be
positioned parallel to one entire side of the building. The side of the building on which the aerial fire
apparatus access road is positioned shall be approved by the fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus
access road or between the aerial fire apparatus road and the building. Other obstructions shall be
permitted to be places with the approval of the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101—
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z -6554-H Kanis and Bowman Road
Full plans review
Regards, Captain Rhodes and Captain Hogue
Office: 918-3710
MEMORANDUM
TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR
FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR
SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF
THE MARCH 16, 2016, SUBDIVISION COMMITTEE MEETING
CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER
DATE: MARCH 11, 2016
1. South of Pebble Beach Estates and West of Garrett Glenn S-1757
No Comment
2. 16100 Chenal Parkwa S -1277-D - Z -6720-A
No Comment
3. West Side of Gateway Town Center S -1538-K
No Comment
4. 8701 West Markham (S -369-A)
No comments
5. Southwest Corner of Baseline and Wimbledon Loo S -1590-A
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
A land use buffer six (6) percent of the average width / depth of the lot will be required
when an adjacent property has a dissimilar use of a more restrictive nature. The
properties to south and west are zoned R-2. As a component of all land use buffer
requirements, opaque screening, whether a fence or other device, a minimum of six (6)
feet in height shall be required upon the property line side of the buffer. The plantings,
existing and purposed, shall be provided within the landscape ordinance of the city,
section 15-81.
Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (1/2) the full width requirement but in no case less
than nine (9) feet. The maximum dimension required shall be fifty (50) feet.
The average depth of the lot is approximately three hundred and ninety (390) feet a
minimum twenty-three (23) foot buffer will be required adjacent to the Baseline right-of-
way.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. One (1) tree and three (3) shrubs or
vines shall be planted for every thirty (30) linear feet of perimeter planting strip.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. Provide screening shrubs with an average linear spacing of not less at three
(3) feet within the required landscape area. Provide trees with an average linear spacing
of not less than thirty (30) feet.
Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). For
developments with more than one hundred fifty (150) parking spaces the minimum size
of an interior landscape area shall be three hundred (300) square feet. Interior islands
must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in
the interior landscape areas at the rate of one (1) tree for every twelve (12) parking
spaces.
Building landscape areas shall be provided between the vehicular use area used for public
parking and the general vicinity of the building. These shall be provided at the rate
equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree
and four (4) shrubs shall be planted in the building landscape areas for each forty (40)
linear feet of vehicular use area abutting the building.
An irrigation system shall be required for developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
6. 101 North Uniyersily Avenue (Z -1735-A)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Midtown Overlay District.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. One (1) tree and three (3) shrubs or
vines shall be planted for every thirty (30) linear feet of perimeter planting strip.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. Provide screening shrubs with an average linear spacing of not less at three
(3) feet within the required landscape area. Provide trees with an average linear spacing
of not less than thirty (30) feet.
Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). The minimum
size of an interior landscape area shall be one hundred fifty (150) square feet for
developments with one hundred fifty (15 0) or fewer parking spaces. Interior islands must
be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the
interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces.
Building landscape areas shall be provided between the vehicular use area used for public
parking and the general vicinity of the building. These shall be provided at the rate
equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree
and four (4) shrubs shall be planted in the building landscape areas for each forty (40)
linear feet of vehicular use area abutting the building.
An irrigation system shall be required for developments of one (1) acre or larger.
For developments of less than one (1) acre a there shall be a water source within seventy-
five (75) feet of the plants to be irrigated.
A variance will be required from the City Beautiful Commission if the perimeter,
screening, parking, and building, landscape requirements cannot be met for this site.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
7. 2020 Vance Street (Z -2246-B_)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
If building rehabilitation exceeds fifty percent (50%) of the replacement cost then the
landscaping and buffer must also come into compliancy accordingly.
Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced
before completion and final acceptance of the project."
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
8. 4520 West Markham Street (Z -29.3.3-B
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Midtown Overlay District.
If building rehabilitation exceeds fifty percent (50%) of the replacement cost then the
landscaping and buffer requirements must also come into compliancy accordingly.
Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced
before completion and final acceptance of the project."
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
9. 15122 Cantrell Road (Z -5817-H
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Highway 10 Scenic Corridor Overlay District.
The Highway 10 frontage (front yard) shall consist of a minimum of forty (40) feet of
landscaped area exclusive of right-of-way. The landscaped area shall contain organic
and/or combined man-made/organic features such as berms, brick walls and dense
plantings such that vehicular use areas are screened when viewed from an elevation of
forty-two (42) inches above the elevation of the adjacent street. Trees shall be planted or
be existing at least every twenty (20) feet and have a minimum of two (2) inches in
diameter when measured twelve (12) inches from the ground at time of planting. Provide
screening shrubs no less than thirty (30) inches in height at installation with an average
linear spacing of not less at three (3) feet within the required landscape area
A land use buffer six (6) percent of the average width / depth of the lot will be required
when an adjacent property has a dissimilar use of a more restrictive nature. The
properties north and east are zoned R-2. As a component of all land use buffer
requirements, opaque screening, whether a fence or other device, a minimum of six (6)
feet in height shall be required upon the property line side of the buffer. A minimum of
seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count
toward fulfilling this requirement. The plantings, existing and purposed, shall be provided
within the landscape ordinance of the city, section 15-81.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. This strip shall be at least nine (9)
feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30)
linear feet of perimeter planting strip.
Building landscape areas shall be provided at the rate equivalent to planter strip three (3)
feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in
the building landscape areas for each forty (40) linear feet of vehicular use area abutting
the building.
Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). The minimum
size of an interior landscape area shall be one hundred fifty (150) square feet for
developments with one hundred fifty (15 0) or fewer parking spaces. Interior islands must
be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the
interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces.
A landscape irrigation system shall be required as per Highway 10 site design and
development standards.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
10. 17400 Chenal Parkway (Z -6051-K
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Chenal/Financial Center Design Overlay District.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. Provide screening shrubs with an average linear spacing of not less at three
(3) feet within the required landscape area. Provide trees with an average linear spacing
of not less than thirty (30) feet.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. This strip shall be at least nine (9)
feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30)
linear feet of perimeter planting strip.
Building landscape areas shall be provided at the rate equivalent to planter strip three (3)
feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in
the building landscape areas for each forty (40) linear feet of vehicular use area abutting
the building.
An irrigation system shall be required for developments of one (1) acre or larger
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
11. Chenal Valley Drive and LaMarche Drive Z -6532-H
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. This strip shall be at least nine (9)
feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30)
linear feet of perimeter planting strip.
A land use buffer six (6) percent of the average width / depth of the lot will be required
when an adjacent property has a dissimilar use of a more restrictive nature. The property
to the north is zoned R-2. As a component of all land use buffer requirements, opaque
screening, whether a fence or other device, a minimum of six (6) feet in height shall be
required upon the property line side of the buffer. A minimum of seventy (70) percent of
the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this
requirement. The plantings, existing and purposed, shall be provided within the landscape
ordinance of the city, section 15-81
The average depth of the lot is approximately six hundred and twenty (620) feet deep, a
minimum thirty-seven (37) foot street buffer will be required adjacent to the property to
the north
An irrigation system shall be required for developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
12. NWC of Kanis and Bowman Roads (Z -6554-H
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (%z) the full width requirement but in no case less
than nine (9) feet. The maximum dimension required shall be fifty (50) feet.
The average depth of the lot is approximately nine hundred and ten (910) feet deep, a
maximum fifty (50) foot street buffer will be required adjacent to the S. Bowman Road
right-of-way.
The average width of the lot is approximately five hundred (500) feet deep, a minimum
(30) foot street buffer will be required adjacent to the Kanis Road right -of way.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. Provide screening shrubs with an average linear spacing of not less at three
(3) feet within the required landscape area. Provide trees with an average linear spacing
of not less than thirty (30) feet.
A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property or the right-of-way of any street. This strip shall be at least nine (9)
feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30)
linear feet of perimeter planting strip.
Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). For
developments with more than one hundred fifty (150) parking spaces the minimum size
of an interior landscape area shall be three hundred (300) square feet. Interior islands
must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in
the interior landscape areas at the rate of one (1) tree for every twelve (12) parking
spaces.
Building landscape areas shall be provided between the vehicular use area used for public
parking and the general vicinity of the building. These shall be provided at the rate
equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree
and four (4) shrubs shall be planted in the building landscape areas for each forty (40)
linear feet of vehicular use area abutting the building
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
13. 2 — 12 Chanridge Park Drive -L Z -6848-D)
No Comment
14. 14810 Cantrell Road (Z-7022-E)-
No
Z-7022-E)
No Comment
15. 14910 Cantrell Road (Z -7603-H)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Highway 10 Scenic Corridor Overlay District.
Any plant material that is dead or does not meet the size or spacing requirements will
need to be replaced by the end of the growing season.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
16. 822 East 6" Street {Z-9120)
No Comment
17. 6819 — 6823 Honeysuckle Lane Z-9121
No Comment
18. 7`" and Main Streets —NW Corner Z-9126)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements, and the Urban Use District.
The property is located in the UU urban use district. Street trees a minimum of three-inch
caliper will be required. The trees shall be located a minimum of two (2) feet off the back
of a curb and shall be thirty (3 0) feet on center and no closer than thirty (3 0) feet to a
street intersection with a water source provided. The tree canopy shall be maintained at
least eight (8) feet above the sidewalk. Street trees are to be provided on Main and 7t'
Streets.
The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be
given when preserving trees of six (6) inch caliper or larger.
Little Rock Wastewater Comments
Project Number S -1070-J; Z -6051-K
Project Name
Project Type
Tract 4 Ark Systems Ofc
PCD revocation/Prelim Plat
Park Subdiv
Project Number 5-1277-D;
Z -6720-A
Project Name
Project Type
Riverside Properties
PCD revocation/Prelim Plat
Project Number S -1538-K
Project Name
Project Type
Gateway Town Center Tract
Revised Prelim Plat
C
Project Number 5-1590-A
Project Name Project Type
Otter Creek Multi -Family Site Plan - Multi -Family
Subdivision
Project Number 5-1767
Project Name Project Type
Vincent View Prelim Plat
Project Number S-1771
Project Name Project Type
McPherson Addition Prelim Plat
Project Number Z -1735-A
Project Name Project Type
Orlando Heights (IHOP) Planned Development Commercial
Comment Made
Sewer Available to this site. Easements must be
retained for existing sewer mains.
Comment Made
Sewer Available to this site.
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project.
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project.; Capacity Fee
Calculation Required.
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project.
Comment Made
Sewer Available to this site. Sewer main is across
Markham.
Comment Made
Sewer Available to this site. EAD Review Required for
Grease Trap
Project Number Z-2246-8
Project Name Project Type Comment Made
The Residence at Pettaway Planned Development Residential Sewer Available to this site.
Thursday, March 10, 2016 Page 1 of 3
Project Number Z -2933-B
Project Name Project Type
SM Investments Midtown Planned Development Commercial
LLC (Jimmy John's)
Project Number Z -5817-G
Project Name Project Type
Little Rock Plastic Surgery Planned Development Office
Center
Project Number Z -6532-H
Project Name Project Type
The Villas at Chenal Planned Development Residential
Project Number Z -6554-H
Project Name
Project Type
Lowe's at Kanis and
Planned Development Commercial
Bowman
Project Number Z -6848-D
Project Name
Project Type
Chanridge Park
Planned Development Residential
Development
Project Number Z -7500-F
Project Name
Project Type
Pinnacle Creek
Planned Development Commercial
Project Number Z -7603-H
Project Name
Project Type
14910 Cantrell Road
Planned Development Commercial
Project Number Z-9120
Project Name
Project Type
Rebel Kettle Brewery and
Planned Development Commercial
Restaurant
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project.; EAD Review
Required for Grease Trap
Comment Made
Sewer Available to this site.
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project. Capacity Fee
Analysis Required.
Comment Made
Sewer Available to this site.
Comment Made
Sewer Available to this site.
Comment Made
Sewer Available to this site.
Comment Made
Sewer Available to this site.
Comment Made
EAD Review Required for rgease trap and brewery
discharge; Sewer Available to this site.
Thursday, March 10, 2016 Page 2 of 3
Project Number Z-9121
Project Name Project Type
SCK Place LLC Planned Development Residential
Project Number Z-9126
Project Name Project Type
Donaghey Building Planned Development Commercial
Comment Made
Sewer Available to this site. Each separate residence
must have its own sewer service.
Comment Made
Sewer Available to this site.; Capacity Fee Review
Required.
Thursday, March 10, 2016 Page 3 of 3
Ak
�EEn tom'"
March 10, 2016
City of Little Rock
Department of Planning and Development
ATTN: Ms. Donna James, AICP
723 West Markham Street
Little Rock, AR 72201-1334
Entergy Arkansas Inc.
#9 Entergy Court
Little Rock, AR 72211
RE: Entergy comments related to Planning and Zoning items for the April 7" Meeting
Ms. James,
Please find below Entergy's comments related to the items received from the Department of Planning
and Development last week. The request letter said to have the comments back to you by March
14"', 2016.
Tract 4 Ark Office Park —17400 Chenal Parkway — 5-1070-J - Z -6051-K
Entergy does not object to this proposal. An underground, 3 phase power line exists on
the north side of Arkansas Systems Drive and to the east of this development. Contact
Entergy in advance to discuss future service requirements, new facilities locations and
adjustments to existing facilities (if any) as this project proceeds.
Donaghey Building — 7"' and Main Streets — Z-9126
Entergy does not object to this proposal. Discussions with the developer have already
begun about electrical load and service requirements and locations of new facilities to
serve the building.
• Gateway Town Center Revised Prelim Plat — Tract C — West side of Gateway Town
Center — Gateway Grove Loop and Bass Pro Parkway: 5-1538-K
Entergy does not object to this proposal. Underground power lines are in the vicinity
along the north side of Bass Pro Parkway, but may need to be extended to the each of the
properties contained within the platted area as they develop. Contact Entergy in advance
to discuss future service requirements, new facilities locations and adjustments to existing
facilities (if any) as this project proceeds.
• Otter Creek multi -Family Subdiv — SW corner Baseline & Wimbledon Loop — 5-1590-A
Entergy does not object to this proposal. An overhead, three phase electrical line runs
along the north side of Baseline Road in front of this property from which electrical
service may be provided to the new development. Contact Entergy in advance regarding
future service requirements to the development, desired line extensions, and future
facilities locations as this project proceeds.
• Rebel Kettle Brewery and Restaurant — 822 E 6" St.: Z-9120
Entergy does not object to this proposal. However, there is an electrical service cable
which runs from the west edge of the property to an attachment point on the west side of
the existing building. This service wire may need to be raised to allow for proper
clearance for parking/driving in the area. Contact Entergy in advance so this can be
investigated further, or if electrical service needs change for the structure.
SCK Place LLC — 6819 — 6823 Honeysuckle Lane: Z-9121
Entergy does not object to this proposal. An overhead, single phase electrical line runs
along the north side of the road serving these lots — existing structures and proposed new
lot — from which electrical service may be provided to the new development. Contact
Entergy in advance regarding future service requirements to the development, desired
line extensions, and future facilities locations as this project proceeds.
• Little Rock Plastic Surgery —15100 Cantrell Rd: Z -5817-G
Entergy does not object to this proposal. A three phase power line exists along the north
side Cantrell Road on the south side of this property. There do not appear to be any
conflicts with existing Entergy facilities. Contact Entergy in advance regarding future
service requirements to the development and future facilities locations as this project
proceeds.
• SM Investments Midtown LLC — 4520 W Markham St.: Z -2933-B
Entergy does not object to this proposal. A three phase electrical line runs along the
north side of West Markham Ave. in front of this property and a line also exists on the
east side of the property. Electrical service may need to be reworked to the renovated
structure. Contact Entergy in advance regarding any required service alterations required
as the project develops. Future discussion my require decisions regarding desired line
extensions and facilities locations as this project proceeds.
• Riverside Properties Prelim Plat —16100 Chenal Parkway: 5-1277-D — Z -6720-A
The Distribution part of Entergy does not object to this proposal. Service is already
provided to structures on Lots I and 1B of the revised plat, but will eventually need to
be extended to lots 1 C, 2A, 2B and 3. An overhead Distribution line exists on the west
side of Kirk Road and on the north side of this platted property. Contact Entergy in
advance regarding future service requirements to the development and future facilities
locations as this project proceeds.
Also, please note that there is a Transmission line extending across the northern edge of
this property and there are very stringent requirements about what can be done around
and under a Transmission line. This proposal and drawings have been forwarded to our
Transmission group so they can take a look at it as well.
■ Vincent View Prelim Plat — So. Of Pebble Beach Estates & W of Garrett Glen Subdiv:
5-1767
Entergy does not object to this proposal. A combination of single-phase overhead and
underground lines exist in the vicinity of these platted lots. Contact Entergy in advance
regarding future service requirements to the development, desired line extensions, and
future facilities locations as this project proceeds.
• The Villas of Chenal - Chenal Valley Dr — LaMarche Dr: Z -6532-H
Entergy does not object to this proposal. An underground three phase power line exists
along the west side of LaMarche and another one along the south side of Chenal Valley
drive in the vicinity of this development. There do not appear to be any conflicts with
existing Entergy facilities. Contact Entergy in advance regarding future service
requirements of the development, desired line extensions, and future facilities locations
as this project proceeds.
Orlando Heights —101 North University Ave.: Z -1735-A
Entergy does not object to this proposal. A three phase power line exists along the west
side of the property along University Ave. which could be utilized to provide service.
There do not appear to be any conflicts with existing Entergy facilities. However,
extreme caution should be used to remove the old and construct the new building as it
will be very close to the existing overhead power line. All NESC and OSHA clearance
requirements are to be maintained during this process. Contact Entergy in advance
regarding future service requirements to the development and future facilities locations as
this project proceeds.
McPherson Addition Prelim Plat Lot 1R,C — 8701 W Markham St.: S-1771
Entergy does not object to this proposal. However, there is a power line containing both
Distribution and Transmission facilities along the front of this property along West
Markham Street. If the road is widened at this location then the existing two poles at this
site will end up in the middle of the sidewalk as exists in other locations along West
Markham. It is unlikely that these poles will be able to be relocated as this is a main
artery for Transmission and Distribution in this vicinity. The poles consequently will be
a few feet closer to the traveled roadway. This is not unusual, but just a caution of the
circumstances which will exist after the work is done. Contact Entergy in advance
regarding future service requirements to the development if the electrical needs change.
Chandridge Park Development — 2-12 Chandridge Park Dr.: Z -6848-D
Entergy does not object to this proposal to allow the creation of lot lines. However, a
three phase power line exists along the eastern boundary line of this development which
is close to the area of the construction of the duplex on lots 5R and 6R. Extreme caution
should be used when working near power lines and all NESC and OSHA required
clearances must be maintained during and after construction. Contact Entergy in advance
regarding future service requirements to the development and future facilities locations as
this project proceeds.
• Pinnacle Creek —14810 Cantrell Road: Z -7500-F
Entergy does not object to this proposal. However, care should be used in selecting the
new dumpster location and the placement of fence posts as there is an underground power
line in the vicinity with an in -ground pull box. The pull box lid is probably not traffic
rated. Please check out the location of the underground facilities by calling AR One Call
before digging and placing fence posts in the ground.
• 14910 Cantrell Road —14910 Cantrell Road: Z -7603-H
Entergy does not object to -this proposal. An underground three phase power line exists
to the east side of this property and to the south as well. There do not appear to be any
conflicts with existing Entergy facilities. Contact Entergy in advance regarding future
service requirements of the development, desired line extensions, and future facilities
locations as this project proceeds.
• The Residence at Pettaway — 2020 Vance St.: Z -2246-B
Entergy does not object to this proposal. A three phase power line exists along the south
side of East 21" Street near this property which could be utilized to provide service.
There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy
in advance regarding future service requirements to the development and future facilities
locations as this project proceeds.
• Lowes at Kanis and Bowman — NW corner of Kanis and Bowman: Z -6554-H
Entergy does not object to this proposal. A three phase power line exists along the south
side of Kanis Road on the south side of the property from which service can be provided..
There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy
in advance regarding future service requirements to the development and future facilities
locations as this project proceeds.
If you need further assistance you may call me at 501-954-5158 or e-mail me at
bneumei@entergy.com.
Sincerely,
Bernard Neumeier
Region Engineering Supervisor
Entergy Arkansas, Inc.
Z -1735-A Address: 101 North University Avenue
Planning Division: This request is located in the Heights Hillcrest District. The Land
Use Plan shows Commercial (C) for this property. The Commercial category
includes a broad range of retail and wholesale sales of products, personal and
professional services, and general business activities. Commercial activities vary
in type and scale, depending on the trade area that they serve. The applicant has
applied for a rezoning from C-3 (General Commercial District) to PCD (Planned
Commercial District) to allow the demolition of the existing restaurant and
construction of a new restaurant in a similar footprint. The site is within the
Midtown Design Overlay District.
Master Street Plan: The south side of the property is West Markham Street and it
is a Minor Arterial, west side of the property is North University Avenue and it is a
Primary Arterial on the Master Street Plan. A Minor Arterial provides connections
to and through an urban area and their primary function is to provide short distance
travel within the urbanized area. A Principal Arterial is to serve through traffic and
to connect major traffic generators or activity centers within the urbanized area.
Entrances and exits should be limited to minimize negative effects of traffic and
pedestrians on both West Markham Street and North University Avenue. These
streets may require dedication of right-of-way and may require street
improvements for entrances and exits to the site.
Bicycle Pian: A Class II Bike Lane is shown along North University Avenue. These
Bike Lanes provide a portion of the pavement for the sole use of bicycles.
Z -2246-B Address: 2020 Vance Street
Planning Division: This request is located in the Central City Planning District. The
Land Use Plan shows Mixed Use (MX) for this property. The Mixed Use category
provides for a mixture of residential, office and commercial uses to occur. A
Planned Zoning District is required if the use is entirely office or commercial or if
the use is a mixture of the three. The applicant has applied for a rezoning from C-
3 (General Commercial District) to a PD -R (Planned District Residential) to rehab
former hotel building into residential housing.
Master Street Plan: East side of the property is Vance Street, the south side of the
property is East 21St Street and they are both shown as Local Streets on the Master
Street Plan. The primary function of a Local Street is to provide access to adjacent
properties. Local Streets that are abutted by non-residential zoning/use or more
intensive zoning than duplexes are considered as "Commercial Streets". A
Collector design standard is used for Commercial Streets. These streets may
require dedication of right-of-way and may require street improvements for
entrances and exits to the site.
Bicycle Plan: There are no bike routes shown in the immediate vicinity
Z -2933-B Address: 4520 West Markham Street
Planning Division: This request is located in the Heights Hillcrest Planning District.
The Land Use Plan shows Office (0). The office category represents services
provided directly to consumers (e.g., legal, financial, medical) as well as general
offices which support more basic economic activities. The applicant has applied
for a rezoning from C-1 (Neighborhood Commercial District) and R-3 (Single-
family) to PCD (Planned Commercial District) to renovate the existing bank
building to be used as a fast food restaurant. The request is within the Midtown
Design Overlay District.
Master Street Plan: South side of the property is West Markham Street and it is a
Minor Arterial and west side of the property is Beechwood Street and it is Local
Street on the Master Street Plan. A Minor Arterial provides connections to and
through an urban area and their primary function is to provide short distance travel
within the urbanized area. Entrances and exits should be limited to minimize
negative effects of traffic and pedestrians on West Markham Street. The primary
function of a Local Street is to provide access to adjacent properties. Local Streets
that are abutted by non-residential zoning/use or more intensive zoning than
duplexes are considered as "Commercial Streets". A Collector design standard is
used for Commercial Streets. These streets may require dedication of right-of-way
and may require street improvements for entrances and exits to the site.
Bicycle Plan: There are no bike routes shown in the immediate vicinity.
Z -5817-H
Address: 15100 Cantrell Road
Planning Division: This request is located in the River Mountain Planning District.
The Land Use Plan shows Suburban Office (SO) for this property. The Suburban
Office category provides for low intensity development of office or office parks in
close proximity to lower density residential areas to assure compatibility. A
Planned Zoning District is required. The applicant has applied for a revised PD -O
(Planned District Office) to allow the construction of a new building with a larger
square footage than previously approved to be used as an out-patient surgery
center. The request is within the Highway 10 Design Overlay District.
Master Street Plan: The south side of the property is Cantrell Road and it is shown
as a Principal Arterial on the Master Street Plan. The primary function of a Principal
Arterial Street is to serve through traffic and to connect major traffic generator or
activity centers within an urbanized area. Entrances and exits should be limited to
minimize negative effects of traffic and pedestrians on Cantrell Road since it is a
Principal Arterial. This street may require dedication of right-of-way and may
require street improvements for entrances and exits to the site.
Bicycle Plan: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to
be a paved path physically separate for the use of bicycles. Additional right-of-way
or an easement is recommended. Nine -foot paths are recommended to allow for
pedestrian use as well (replacing the sidewalk).
Z -6532-H Address: Chenal Valley Drive -La Marche Drive
Planning Division: This request is located in the Chenal Planning District. The
Land Use Plan shows Residential Low (RL) for this property. The Residential Low
Density (RL) category provides for single family homes at densities not to exceed
six (6) units per acre. Such residential development is typically characterized by
conventional single family homes, but may include patio or garden homes and
cluster homes, provided that the density remain less than six (6) units per acre.
The applicant has applied for a rezoning from R-2 (Single Family District) to PRD
(Planned Residential District) to allow new construction of elderly housing.
Master Street Plan: South side of the property is Chenal Valley Drive; the west
side of the property is La Marche Drive and they are both Collector Streets on the
Master Street Plan. The primary function of a Collector Street is to provide a
connection from Local Streets to Arterials. These streets may require dedication
of right-of-way and may require street improvements for entrances and exits to the
sites.
Bicycle Plan: A Class II Bike Lane is shown along LaMarche Drive. These Bike
Lanes provide a portion of the pavement for the sole use of bicycles. There is a
Class III Bike Route shown on Chenal Valley Drive. These bike routes require no
additional right-of-way, but either a sign or pavement marking to identify and direct
the route.
Z -6554-H Address: NWC of Kanis & Bowman Roads
Planning Division: This request is located in the Ellis Mountain Planning District.
The Land Use Plan shows Commercial (C) for this property. The Commercial
category includes a broad range of retail and wholesale sales of products, personal
and professional services, and general business activities. Commercial activities
vary in type and scale, depending on the trade area that they serve. The applicant
has applied for a rezoning from C-3 (General Commercial District) to PCD
(Planned Commercial Development) for the new construction of a home
improvement center.
Master Street Plan: The south side of the property is Kanis Road and the east
side of the property is Bowman Road and they are shown as Minor Arterial on the
Master Street Plan. A Minor Arterial provides connections to and through an urban
area and their primary function is to provide short distance travel within the
urbanized area. Entrances and exits should be limited to minimize negative effects
of traffic and pedestrians on Kanis and Bowman Roads since they are Minor
Arterial. These streets may require dedication of right-of-way and may require
street improvements for entrances and exits to the site.
Bicycle Ilan: There are no bike routes shown in the immediate vicinity.
Address: 2-12 Chandridge Park Drive
Planning Division: This request is located in the Rodney Parham Planning District.
The Land Use Plan shows Residential Low (RL) for this property. The Residential
Low Density (RL) category provides for single family homes at densities not to
exceed six (6) units per acre. Such residential development is typically
characterized by conventional single family homes, but may include patio or
garden homes and cluster homes, provided that the density remain less than six
(6) units per acre. The applicant has applied for a PRD (Planned Residential
Development) to allow the creation of lot line along the common walls of this
existing developed 4-plex site.
Master Street Plan: The south side of the property is Chandridge Park Drive and it
is a 25 -foot Private Service Easement. It is connected to Pickering Drive and
Pickering Drive is a Local Street on the Master Street Plan. The primary function
of a Local Street is to provide access to adjacent properties. Local Streets that are
abutted by non-residential zoning/use or more intensive zoning than duplexes are
considered as "Commercial Streets". A Collector design standard is used for
Commercial Streets. These streets may require dedication of right-of-way and may
require street improvements for entrances and exits to the site.
Bicycle Plan: There are no bike routes shown in the immediate vicinity.
Z -7722-E
Address: 14810 Cantrell Road
Planning Division_ This request is located in the River Mountain Planning District.
The Land Use Plan shows Commercial (C) for this property. The Commercial
category includes a broad range of retail and wholesale sales of products, personal
and professional services, and general business activities. Commercial activities
vary in type and scale, depending on the trade area that they serve. The applicant
has applied for a PCD (Planned Commercial District) to allow the elimination of the
rear yard buffer (north) and to allow the placement of dumpsters within the rear
yard setback (north). The request is in the Highway 10 Design Overlay District.
Master Street Plan: The south side of the property is Cantrell Road and it is shown
as a Principal Arterial on the Master Street Plan. The primary function of a Principal
Arterial Street is to serve through traffic and to connect major traffic generator or
activity centers within an urbanized area. Entrances and exits should be limited to
minimize negative effects of traffic and pedestrians on Cantrell Road since it is a
Principal Arterial. This street may require dedication of right-of-way and may
require street improvements for entrances and exits to the site.
Bicycle Pian: A Class I Bike Path is shown along Cantrell Road and at the east
side alley of the property. A Bike Path is to be a paved path physically separate
for the use of bicycles. Additional right-of-way or an easement is recommended.
Nine -foot paths are recommended to allow for pedestrian use as well (replacing
the sidewalk).
Z -7603-H Address: 14910 Cantrell Road
Planning Division -.,This request is located in the River Mountain Planning District.
The Land Use Plan shows Mixed Use (MX) for this property. The Mixed Use
category provides for a mixture of residential, office, and commercial uses to occur.
A Planned Zoning District is required if the use is entirely office or commercial or if
the use is a mixture of the three. The applicant has applied for a PCD to add a 4th
building with revised uses. The request is within the Highway 10 Design Overlay
District.
Master Street Plan: The south side of the property is Cantrell Road and it is shown
as a Principal Arterial on the Master Street Plan. The primary function of a Principal
Arterial Street is to serve through traffic and to connect major traffic generator or
activity centers within an urbanized area. Entrances and exits should be limited to
minimize negative effects of traffic and pedestrians on Cantrell Road since it is a
Principal Arterial. This street may require dedication of right-of-way and may
require street improvements for entrances and exits to the site.
Bicycle Plan: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to
be a paved path physically separate for the use of bicycles. Additional right-of-way
or an easement is recommended. Nine -foot paths are recommended to allow for
pedestrian use as well (replacing the sidewalk).
Z-9119 Address: 333 President Clinton Avenue
Planning Division_ This request is located in the Downtown Planning District. The
Land Use Plan shows Mixed Use Urban (MXU). The Mixed Use -Urban category
provides for a mix of residential, office and commercial uses not only in the same
block but also within the same structure. This category is intended for older "urban"
areas to allow dissimilar uses to exist, which support each other to create a vital
area. Development should reinforce the urban fabric creating a 24-hour activity
area. Using the Planned Zoning, District or the Urban Use District, high and
moderate density developments that result in a vital (dense) pedestrian oriented
area are appropriate. The applicant has applied for a rezoning from UU (Urban
Use District) to PCD (Planned Commercial District) for the allowance of a signage
of the new parking deck. The request is within the River Market Design Overlay
District.
Master Street Plan: The North side of the property is President Clinton Avenue,
East side of the property is Rock Street and they are both shown as Local Streets
on the Master Street Plan. The primary function of a Local Street is to provide
access to adjacent properties. Local Streets that are abutted by non-residential
zoning/use or more intensive zoning than duplexes are considered as "Commercial
Streets". A Collector design standard is used for Commercial Streets. These
streets may require dedication of right-of-way and may require street
improvements for entrances and exits to the site.
Bicycle Plan: A Class I Bike Path is shown along River Trail. A Bike Path is to be
a paved path physically separate for the use of bicycles. Additional right-of-way or
an easement is recommended. Nine -foot paths are recommended to allow for
pedestrian use as well (replacing the sidewalk).
Z-9120 Address: 822 East 6th Street
Planning Division_ This request is located in the 1-30 Planning District. The Land
Use Plan shows Mixed Use Urban (MXU). The Mixed Use -Urban category
provides for a mix of residential, office and commercial uses not only in the same
block but also within the same structure. This category is intended for older "urban"
areas to allow dissimilar uses to exist, which support each other to create a vital
area. Development should reinforce the urban fabric creating a 24-hour activity
area. Using the Planned Zoning District or the Urban Use District, high and
moderate density developments that result in a vital (dense) pedestrian oriented
area are appropriate. The applicant has applied for a rezoning from UU (Urban
Use District) to PCD (Planned Commercial District) to allow outdoor entertainment
within the patio which was previously constructed. The request is within the
Presidential Park Design Overlay District.
Master Street Plan: South side of the property is East 6th Street and it is a
Collector; East side of the property is Collins Street and it is a Local Street on the
Master Street Plan. The primary function of a Collector Street is to provide a
connection from Local Streets to Arterials. The primary function of a Local Street
is to provide access to adjacent properties. Local Streets that are abutted by non-
residential zoning/use or more intensive zoning than duplexes are considered as
"Commercial Streets". A Collector design standard is used for Commercial Streets.
These streets may require dedication of right-of-way and may require street
improvements for entrances and exits to the site.
Bigycle Plan: There are no bike routes shown in the immediate vicinity.
Z-9121 Address: 6819-6823 Honeysuckle Lane
Planning Division_. This request is located in the 65th Street West Planning District.
The Land Use Plan shows Residential Low (RL) for this property. The Residential
Low Density (RL) category provides for single family homes at densities not to
exceed sic (6) units per acre. Such residential development is typically
characterized by conventional single family homes, but may include patio or
garden homes and cluster homes, provided that the density remain less than six
(6) units per acre. The applicant has applied for a rezoning from R-2 (Single Family
District) to PD -R (Planned District Residential) to allow the creation of lots to
recognize existing residential units and allow the construction of a new single
family home.
Master Street Plan: West side of the property is Honeysuckle Lane, and it is shown
as Local Street on the Master Street Plan. The primary function of a Local Street
is to provide access to adjacent properties. Local Streets that are abutted by non-
residential zoning/use or more intensive zoning than duplexes are considered as
"Commercial Streets". A Collector design standard is used for Commercial Streets.
These streets may require dedication of right-of-way and may require street
improvements for entrances and exits to the site.
Bicycle Plan: There are no bike routes shown in the immediate vicinity.
Z-9126
Address: NWC of 7th and Main Streets
Planning Division: This request is located in the Downtown Planning District. The
Land Use Plan shows Mixed Use Urban (MXU). The Mixed Use -Urban category
provides for a mix of residential, office and commercial uses not only in the same
block but also within the same structure. This category is intended for older "urban"
areas to allow dissimilar uses to exist, which support each other to create a vital
area. Development should reinforce the urban fabric creating a 24-hour activity
area. Using the Planned Zoning District or the Urban Use District, high and
moderate density developments that result in a vital (dense) pedestrian oriented
area are appropriate. The applicant has applied for a rezoning from UU (Urban
Use District) to PCD (Planned Commercial District) to rezone the building to rehab
as residential, office and commercial space uses.
Master Street Plan: South side of the property is West 7th Street and it is a
Collector, east side of the property is Main Street and it is a Minor Arterial on the
Master Street Plan. The primary function of a Collector Street is to provide a
connection from Local Streets to Arterials. A Minor Arterial provides connections
to and through an urban area and their primary function is to provide short distance
travel within the urbanized area. Entrances and exits should be limited to minimize
negative effects of traffic and pedestrians on Main Street. These streets may
require dedication of right-of-way and may require street improvements for
entrances and exits to the site.
Bicycle Plan: A Class II Bike Lanes are shown along West 7t" Street. These Bike
Lanes provide a portion of the pavement for the sole use of bicycles. There is a
Class III Bike Route shown on Main Street. These bike routes require no additional
right-of-way, but either a sign or pavement marking to identify and direct the route.
To: Dana Carney, Zoning & Subdivision Manager Date: 3-7-16
Donna James, Zoning
Monte Moore, Subdivision
From: Curtis Richey / Mark Alderfer: Building Codes
Building Code Comments:
5-170-J Z -6051-J 17400 Chenal Parkwa
No Comment
Z-9126 7th & Main — NW Corner
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey2l'Ittlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
5-1538-K West side of Gateway Town Center — Gateway Grove Loop and Bass Pro Pkw .
No Comment
Access review by FM required.
5-1590-A 5W Corner of Baseline Winbledon Loo
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.or>? or
Mark Alderfer at 501.371.4875; malderfer@littierock.org.
Fire Access / lane widths should be reviewed by the FM Office
Z-9120 822 East 6th Street
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
Canopy May require fire sprinkler installations.
Z-9121 6819-6823 Honeysuckle Lane
No Comment
Z -5817-G 15100 Cantrell Road
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev iittlerock.org, or
Mark Alderfer at 501.371.4875; malderfer iittlerock.or .
Z -2933-B 4520 West Markham Street
This is a change in occupancy type for this structure and is therefore subject to full commercial plan
review and approval prior to occupancy. This facility must meet 2012 Arkansas Fire Prevention Code
requirements. For information on submittal requirements and the review process, contact a commercial
plans examiner:
Curtis Richey at 501.371.4724; crichev@littlt[gLk.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
5-1277D Z -6720-A 16100 Chenal Parkway
No Comment
5-1767 Vincent View Plat South Pebble Beach Estates and W. of Garrett Glenn
No Comment
Note: Fire Marshall Review Required
Z -6532-H Chenal Valley Drive — LaMarche Drive
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
Note: Fire access must be as per FM Review
Z -1735-A 101 North University Avenue
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@iittlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
5-1771 8701 West Markham 5t.
No Comment
Z -6848-D 2-12 Chandler Park Drive
This is a change in occupancy type for this structure and is therefore subject to full commercial plan
review and approval prior to occupancy. This facility must meet 2012 Arkansas Fire Prevention Code
requirements. For information on submittal requirements and the review process, contact a commercial
plans examiner:
Curtis Richey at 501.371.4724; crichey@littleroclt.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
Note: Fire Walls are required in Condo's and party walls and the amount of window/door openings is
restricted depending on the distance between structures and the type of construction materials used.
Z -7500-F 14810 Cantrell
No Comment
Z -7603-H 14910 Cantrell Rd.
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.org or
Mark Alderfer at 501.371.4875;.malderferC@Iittlerock.org.
Z -2246-B 2020 Vance
This is a change in occupancy type for this structure and is therefore subject to full commercial plan
review and approval prior to occupancy. This facility must meet 2012 Arkansas Fire Prevention Code
requirements. For information on submittal requirements and the review process, contact a commercial
plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.org, or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
Z -6554-H NW Corner of Kanis & Bowman Road
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.or.
Regards, Curtis Richey
Commercial Plans Examiner
NAME
PLANNING COMMISSION REVIEW
CENTRAL ARKANSAS WATER
16 March 2016
TYPE ISSUE COMMENTS
HOME DEPOT ADDITION, LOT 1 SD2016-12
R
2006 HWY 161
CU #2016-6
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met. Contact Central Arkansas
Water regarding procedures for installation
of water facilities and/or fire service. Contact
Central Arkansas Water for New Service
applications; regarding the size and location
of the water
meter.
Due to the nature of this facility,
installation of an approved reduced pressure
zone backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
1
NAME
TRACT 4 ARK SYSTEMS OFFICE
PARK
TYPE ISSUE COMMENTS
S-1 070-J - Z-6051 -K All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
2
NAME TYPE ISSUE COMMENTS
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
DONAGHEY BUILDING SHORT- Z-9126 NO OBJECTIONS; All Central Arkansas
FORM PCD Water requirements in effect at the time of
request for water service must be met.
GATEWAY TOWN CENTER S-1 538-K All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
3
NAME TYPE ISSUE COMMENTS
OTTER CREEK MULTI -FAMILY S-1 590-A
SUBDIVISION
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
4
NAME TYPEISSUE COMMENTS
pressure zone backflow preventer shall be
required.
NAME
RBEL KETTLE BREWERY AND
RESTAURANT
TYPE ISSUE COMMENTS
Z-9120 All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
6
NAME
SCK PLACE LCC
TYPEISSUE
Z-9121
COMMENTS
pressure zone backflow preventer shall be
required.
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
7
NAME
LITTLE ROCK PLASTIC
SURGERY CENTER
TYPE ISSUE COMMENTS
Z -5817-G All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
r]
NAME TYPE ISSUE COMMENTS
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
NAME TYPEISSUE
SM INVESTMENTS MIDTOWN Z -2933-B
LCC
COMMENTS
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
10
NAME
TYPE ISSUE COMMENTS
RIVERSIDE PROPERTIES S -1277-D - Z -6720-A
Central Arkansas Water Objects to
subdividing Lots 1A and 1 B. Private fire
services shall not cross property lines.
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
11
NAME TYPE ISSUE COMMENTS
VINCENT VIEW PRELIMINARY S-1767 All Central Arkansas Water requirements in
PLAT effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
This development will have minor impact on
the existing water distribution system.
Proposed water facilities will be sized to
provide adequate pressure and fire
protection.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Additional fire hydrant(s) will be required.
Contact the Little Rock Fire Department to
obtain information regarding the required
placement of the hydrant(s) and contact
Central Arkansas Water regarding
procedures for installation of the hydrant(s).
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
12
NAME
THE VILLAS AT CHENAL
REVISED LONG
TYPE ISSUE COMMENTS
Z -6532-H
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
This development will have minor impact on
the existing water distribution system.
Proposed water facilities will be sized to
provide adequate pressure and fire
protection.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Additional fire hydrant(s) will be required.
Contact the Little Rock Fire Department to
obtain information regarding the required
placement of the hydrant(s) and contact
Central Arkansas Water regarding
procedures for installation of the hydrant(s).
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
13
NAME
ORLANDO HEIGHTS SHORT -
FORM
TYPE ISSUE COMMENTS
Z -1735-A All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
14
NAME
TYPE ISSUE
COMMENTS
MCPHERSON ADDITION
S-1771
NO OBJECTIONS; All Central Arkansas
PRELMINARY PLAT LOT 1 R,C
Water requirements in effect at the time of
request for water service must be met.
CHANDRIDGE PARK
Z -6848-D
NO OBJECTIONS; All Central Arkansas
DEVELOPMENT REVISED
Water requirements in effect at the time of
SHORT -FORM
request for water service must be met.
PINNACLE CREEK REVISED
Z -7500-F
NO OBJECTIONS; All Central Arkansas
SORT -FORM
Water requirements in effect at the time of
request for water service must be met.
15
NAME TYPE ISSUE COMMENTS
14910 CANTRELL ROAD
REVISED LONG -FORM
Z -7603-H
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on -Site will be private. When
meters are planned off private lines, private
16
NAME TYPE ISSUE COMMENTS
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
17
NAME TYPEISSUE
THE RESIDENCE AT PETTAWAY Z -2246-B
SHORT -FORM
COMMENTS
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
18
NAME TYPE ISSUE COMMENTS
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
19
NAME TYPE ISSUE COMMENTS
LOWE'S AT KANIS AND BOWMAN Z -6554-H
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on-site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
20
NAME TYPE ISSUE COMMENTS
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
21