HomeMy WebLinkAboutResponse to Comments - Other Departments 012324PLANNING COMMISSION REVIEW
CENTRAL ARKANSAS WATER
08 February 2024
NAME TYPE ISSUE COMMENTS
COPPER RUN - PHASES 7 & 8 S-1844-F Central Arkansas Water cannot comment at
this time. No plat was submitted.
LOTS 8A-8H TRACT 1, CHENAL
VALLEY
S-867-I(10)NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
POINT WEST, 6TH ADDITION S-1958 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
LOTS 3R-5R, BLOCK 6, ROOTS
AND COY'S ADDITION
S-1959 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
BRIX ACCESSORY DWELLING Z-9922 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
GREGORY DUPLEX Z-9924 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM C-1 TO C-3 Z-3612-A NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM R-2 TO R-4 Z-9920 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM R-2 TO O-1 Z-9927 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM R-2 TO O-1 Z-9932 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM R-2 TO C-4 Z-9929 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
REZONING FROM I-2 TO R-4 Z-9931 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
1
NAME TYPE ISSUE COMMENTS
SONGBIRD RESIDENTIAL
APARTMENTS
Z-9911 All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
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.
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.
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.
2
NAME TYPE ISSUE COMMENTS
THE SCOTT RESIDENTIAL
TOWNHOMES
Z-9930 All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
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.
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.
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.
NEED SPACE MINI-STORAGE Z-5099-I NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
3
NAME TYPE ISSUE COMMENTS
ROBERTSON-BROWN
SEASONAL FIREWORKS SALES
Z-7840-A NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
DWORKIN STR-2 Z-8383-B NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
HARPER STR-2 Z-9426-A NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
MORENO STR-2 Z-9766-B NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
WHITNEY STR-2 Z-9913 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
CHELSEA SQUARE (UNIT #17)
STR-2
Z-3968-C NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
LOVE STR-2 - PD-C Z-9919 NO OBJECTIONS; All Central Arkansas
Water requirements in effect at the time of
request for water service must be met.
LAWCRAFT #1 STR-2 - PD-C Z-9921 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 E50 L7 BL18.
LAWCRAFT #2 STR-2 - PD-C Z-9921-A 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 E50 L7 BL18.
4
Civil Engineering Review Comments
☐ Board of Adjustment ☒Planning Commission
Agenda Date: 2/8/2024
Z File Numbers Z-3612-A, 9920, 9927, 9932, 9929, 9931, 8383-B, 9426-A, 9766-B, 9913, 3968-
C, 9919, 9921, 9921-A, 9924,
1. No comments.
S File Number S-1844-F
Copper Run Phases 7 & 8 – Preliminary Plat South end of Copper Drive (south of Pride Valley
Road)
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or
asphalt at the expense of the owner or contractor.
2. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
3. A grading permit must be obtained prior to initiation of work. Grading permits are
issued by the Planning and Development Dept. at 723 West Markham Street after
approval of sediment and erosion control plans, grading and drainage plans, land
survey, drainage study, and soil loss calculations per City’s stormwater management
and drainage manual. Contact Planning and Development Dept., Engineering Division
at 501-371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an
appointment for issuance or to answer any questions. Permit cost is based on total
project area at $100.00 for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00
for the first acre and $100.00 for each additional acre for project greater than 1 acre.
4. The Department requires three (3) phase sediment and erosion control (SEC) plans to
be submitted for all construction projects showing best management practices (BMPs)
for mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
plans shall show SEC BMPs during construction of utilities, buildings, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs
for final grading, seeding, and landscaping of the site.
5. Sediment and Erosion Control plans shall also show the pertinent information as
outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section
A-4-I-2 (A-B).
6. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
7. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis
is required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to
illustrate the proposed system’s capability of accommodating storm events as required
by the stormwater management and drainage manual. The preliminary plat shall also
show drainage arrows indicating how drainage arrives at the site and drainage arrows
how it leaves the site post development. Indicate where the storm sewer pipes and curb
inlets are located within the development also. Additionally, provide profile and cross-
sectional views of the detention structure outlet/spillway and detention calculations for
the 25- and 100-year storm for the proposed detention pond/structure. Delineation of
the drainage areas pre and post construction with respective discharges via rational
method shall also be shown. The preliminary plat shall also contain all information as
outlined in City Code Sec. 31-89 and 31-90.
8. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to
Department engineering staff prior to recording the final plat. Before the 50%
maintenance bond can be accepted, a contract unit bid price for every street and
stormwater infrastructure construction item within the public right of way shall be
submitted to Department engineering staff for review and approval.
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data
shall be submitted prior to recording of the final plat. This information shall include
but not limited to: pipe inverts, length of pipe, size of pipe, type of pipe, and type of
inlets.
10. Per City Rev. Code 31-403 the Department requires street lighting plans to be submitted
to the Department for review and approval before filing and recording of the final plat
for the subdivision. The street lighting plans required shall include conduit and
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the proposed fixtures, and subdivision street photometrics
using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide
standards.
11. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to
be completed and accepted by Department engineering staff prior to recording of the
final plat.
12. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section
B (1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy
of the information within this report.
13. Street design standards shall comply with the latest version of the AASHTO A Policy
on Geometric Design of Highways and Streets, City’s Master Street Plan (2018), and
City’s Standard Details for street and drainage facilities improvements (2015).
14. Street stormwater and detention infrastructure design standards shall comply with the
City’s Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
15. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply with City’s specifications for
construction as outlined in City Code Chapters 30.
S File Number S-867-I(10)
Lots 8A-8H Tract 1, Chenal Valley – Preliminary Plat North of the northeast corner of Chenal
Parkway and Rahling Road
1. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
2. A grading permit must be obtained prior to initiation of work. Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of
sediment and erosion control plans, grading and drainage plans, land survey, drainage
study, and soil loss calculations per City’s stormwater management and drainage manual.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-
371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project area at $100.00
for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00
for each additional acre for project greater than 1 acre.
3. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for temporary
and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show
SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage
infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and
landscaping of the site.
4. Sediment and Erosion Control plans shall also show the pertinent information as outlined
in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-
B).
5. Is this area part of the Chenal Valley Regional Detention Facility? If so, please confirm
to Department civil engineering staff. If this area is part of Chenal Valley that drains to
the regional detention facility, then no on-site stormwater detention is required Per City
Rev. Code 29-99.
6. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section B
(1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy of
the information within this report.
7. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
8. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer’s expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data shall
be submitted to the Department of Planning and Development Engineering Division prior
to recording of the final plat. This information shall include but not limited to pipe inverts,
length of pipe, size of pipe, type of pipe, slope of pipe, and type of inlets.
10. Per City Rev. Code Sec. 31-403, the Department requires street lighting plans to be
submitted to the Department for review and approval before filing and recording of the
final plat for the subdivision. The street lighting plans required shall include conduit and
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the proposed fixtures, and subdivision street photometrics
using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide
standards.
11. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction. City maintenance of the street and stormwater
drainage infrastructure within the public right of way cannot officially begin until final
acceptance by Department engineering staff. This needs to be completed and accepted by
Department engineering staff prior to recording the final plat.
12. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to Department
engineering staff prior to recording the final plat. Before the 50% maintenance bond can
be accepted, a contract unit bid price for every street and stormwater infrastructure
construction item within the public right of way shall be submitted to Department
engineering staff for review and approval.
13. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis is
required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to illustrate
the proposed system’s capability of accommodating storm events as required by the
stormwater management and drainage manual. The preliminary plat shall also show
drainage arrows indicating how drainage arrives at the site and drainage arrows how it
leaves the site post development. Indicate where the storm sewer pipes are located within
the development also. Additionally, provide profile and cross-sectional views of the
detention structure outlet/spillway. Delineation of the drainage areas pre and post
construction with respective discharges via rational method shall also be shown. The
preliminary plat shall also contain all information as outlined in City Code 31-89.
14. Street design standards shall comply with the latest version of the AASHTO A Policy on
Geometric Design of Highways and Streets, City’s Master Street Plan (2018), and City’s
Standard Details for street and drainage facilities improvements (2015).
15. Street stormwater and detention infrastructure design standards shall comply with the
City’s Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
16. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible ramps,
and storm sewer infrastructure shall comply with City’s specifications for construction as
outlined in City Code Chapter 30.
17. Public right of way will be required to be dedicated meeting City’s master street plan
standards for a collector street for the future extension segment of LaMarche Road.
S File Number S-1958
Point West, 6th Addition – Preliminary Plat 13201 Kanis Road
1. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
2. A grading permit must be obtained prior to initiation of work. Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of
sediment and erosion control plans, grading and drainage plans, land survey, drainage
study, and soil loss calculations per City’s stormwater management and drainage manual.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-
371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project area at $100.00
for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00
for each additional acre for project greater than 1 acre.
3. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for temporary
and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show
SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage
infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and
landscaping of the site.
4. Sediment and Erosion Control plans shall also show the pertinent information as outlined
in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-
B).
5. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
6. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section B
(1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy of
the information within this report.
7. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
8. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer’s expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data shall
be submitted to the Department of Planning and Development Engineering Division prior
to recording of the final plat. This information shall include but not limited to pipe inverts,
length of pipe, size of pipe, type of pipe, slope of pipe, and type of inlets.
10. Per City Rev. Code Sec. 31-403, the Department requires street lighting plans to be
submitted to the Department for review and approval before filing and recording of the
final plat for the subdivision. The street lighting plans required shall include conduit and
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the proposed fixtures, and subdivision street photometrics
using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide
standards.
11. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction. City maintenance of the street and stormwater
drainage infrastructure within the public right of way cannot officially begin until final
acceptance by Department engineering staff. This needs to be completed and accepted by
Department engineering staff prior to recording the final plat.
12. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to Department
engineering staff prior to recording the final plat. Before the 50% maintenance bond can
be accepted, a contract unit bid price for every street and stormwater infrastructure
construction item within the public right of way shall be submitted to Department
engineering staff for review and approval.
13. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis is
required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to illustrate
the proposed system’s capability of accommodating storm events as required by the
stormwater management and drainage manual. The preliminary plat shall also show
drainage arrows indicating how drainage arrives at the site and drainage arrows how it
leaves the site post development. Indicate where the storm sewer pipes are located within
the development also. Additionally, provide profile and cross-sectional views of the
detention structure outlet/spillway. Delineation of the drainage areas pre and p ost
construction with respective discharges via rational method shall also be shown. The
preliminary plat shall also contain all information as outlined in City Code 31-89.
14. Street design standards shall comply with the latest version of the AASHTO A Policy on
Geometric Design of Highways and Streets, City’s Master Street Plan (2018), and City’s
Standard Details for street and drainage facilities improvements (2015).
15. Street stormwater and detention infrastructure design standards shall comply with the
City’s Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
16. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible ramps,
and storm sewer infrastructure shall comply with City’s specifications for construction as
outlined in City Code Chapter 30.
17. Kanis Road is classified as a minor arterial per City’s master street plan. Per minor arterial
standard in master street plan, a total of ninety (90) feet of right of way is required for a
minor arterial. Therefore, the developer will be required to dedicate a total forty-five (45)
feet of right of way from the existing centerline of Kanis Road to meet master street plan
requirements.
18. Per City’s boundary street ordinance, developer is required to widen and improve Kanis
Road to the minor arterial standard per City’s master street plan along the subdivision’s
property frontage adjacent to Kanis Road.
19. Per City standard drawing PW-30 for residential driveways, residential driveways shall
be spaced a minimum of five (5) feet from the property line and a minimum of ten (10)
feet from another residential driveway. Preliminary plat shall be revised to reflect these
City standard requirements.
20. If proposed sidewalk is to remain on the east side of Teton Drive, a pedestrian crossing
with accessible ramps will be required at the south end of Teton Drive within Point West
6th Addition subdivision to properly tie into the existing sidewalk on the west side of Teton
Drive within the existing subdivision to the south for accessible pedestrian access.
S File Number S-1959
Lots 3R-5R, Block 6, Roots and Coy’s Addition – Replat 2708-2714 W. 10th Street
1. No comments.
Z File Number Z-9924
Gregory Duplex – Conditional Use Permit 3123 S. State Street
1. A building permit from the Department of Planning and Development is required for the
new residential structures before construction can commence.
2. Construction of the residential structures shall meet all State of Arkansas and City of
Little Rock adopted building codes and standards.
3. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
Z File Number Z-9911
Songbyrd Residential Apartments – PD-R Immediately north of 13301 Sardis Road
1. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
2. A grading permit must be obtained prior to initiation of work. Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of
sediment and erosion control plans, grading and drainage plans, land survey, drainage
study, and soil loss calculations per City’s stormwater management and drainage manual.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-
371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project area at $100.00
for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00
for each additional acre for project greater than 1 acre.
3. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for temporary
and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show
SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage
infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and
landscaping of the site.
4. Sediment and Erosion Control plans shall also show the pertinent information as outlined
in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-
B).
5. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
6. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section B
(1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy of
the information within this report.
7. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
8. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer’s expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data shall
be submitted to the Department of Planning and Development Engineering Division prior
to recording of the final plat. This information shall include but not limited to pipe inverts,
length of pipe, size of pipe, type of pipe, slope of pipe, and type of inlets.
10. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to be
completed and accepted by Department engineering staff prior to the developer acquiring
a final certificate of occupancy for the buildings.
11. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to Department
engineering staff prior to recording the final plat. Before the 50% maintenance bond can
be accepted, a contract unit bid price for every street and stormwater infrastructure
construction item within the public right of way shall be submitted to Department
engineering staff for review and approval.
12. Street design standards shall comply with the latest version of the AASHTO A Policy on
Geometric Design of Highways and Streets, City’s Master Street Plan (2018), and City’s
Standard Details for street and drainage facilities improvements (2015).
13. Street stormwater and detention infrastructure design standards shall comply with the
City’s Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
14. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible ramps,
and storm sewer infrastructure shall comply with City’s specifications for construction as
outlined in City Code Chapter 30.
15. Sardis Road is classified as a minor arterial per City’s master street plan. Per minor arterial
standard in master street plan, a total of ninety (90) feet of right of way is required for a
minor arterial. Therefore, the developer will be required to dedicate a total forty-five (45)
feet of right of way from the existing centerline of Sardis Road to meet master street plan
requirements.
16. Per City’s boundary street ordinance, developer is required to widen and improve Sardis
Road to the minor arterial standard per City’s master street plan along the lot’s property
frontage adjacent to Sardis Road.
17. Per City Code 31-210 (e) (1) for arterial streets, a lot will require six hundred (600) feet
of frontage for two (2) drives. If two driveways are still desired for this site by the
developer, a variance request will have to be filed with application for the planning
commission’s consideration per City Code 31-210 (j).
18. Per City Code 31-210 (e) (1) for arterial streets, driveway spacing shall be three hundred
(300) feet. Driveway spacing shall be centerline to centerline or centerline to right of way
of an intersecting collector street or street of higher classification. Minimum spacing from
the property line shall be one hundred fifty (150) feet. Maximum driveway width is thirty-
two (32) feet for a residential driveway per City Code 30-43 (a)(2)(a). Revise driveway(s)
to meet above requirement accordingly, or a variance request will have to be filed with
application for the planning commission’s consideration per City Code 31-210 (j).
Z File Number Z-9930
The Scott Residential Apartments – PD-R 1701 Scott Street
1. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
2. A grading permit might be required prior to initiation of work. Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of
sediment and erosion control plans, grading and drainage plans, land survey, drainage
study, and soil loss calculations per City’s stormwater management and drainage manual.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-
371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project area at $100.00
for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00
for each additional acre for project greater than 1 acre.
3. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for temporary
and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show
SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage
infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and
landscaping of the site.
4. Sediment and Erosion Control plans shall also show the pertinent information as outlined
in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-
B).
5. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section B
(1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy of
the information within this report.
6. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
7. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer’s expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
8. Per City Code 31-117, as built stormwater drainage infrastructure information/data shall
be submitted to the Department of Planning and Development Engineering Division prior
to recording of the final plat. This information shall include but not limited to pipe inverts,
length of pipe, size of pipe, type of pipe, slope of pipe, and type of inlets.
9. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to be
completed and accepted by Department engineering staff prior to the developer acquiring
a final certificate of occupancy for the buildings.
10. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to Department
engineering staff prior to recording the final plat. Before the 50% maintenance bond can
be accepted, a contract unit bid price for every street and stormwater infrastructure
construction item within the public right of way shall be submitted to Department
engineering staff for review and approval.
11. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible ramps,
and storm sewer infrastructure shall comply with City’s specifications for construction as
outlined in City Code Chapter 30.
Z File Number Z-5099-I
Need Space Mini-Storage – PD-C Approximately 433 feet north of Hwy. 10, east of The Divide
Parkway
1. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
2. A grading permit must be obtained prior to initiation of work. Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of
sediment and erosion control plans, grading and drainage plans, land survey, drainage
study, and soil loss calculations per City’s stormwater management and drainage manual.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-
371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project area at $100.00
for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00
for each additional acre for project greater than 1 acre.
3. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for temporary
and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show
SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage
infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and
landscaping of the site.
4. Sediment and Erosion Control plans shall also show the pertinent information as outlined
in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-
B).
5. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
6. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City’s stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section B
(1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy of
the information within this report.
7. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on-site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
8. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer’s expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data shall
be submitted to the Department of Planning and Development Engineering Division prior
to recording of the final plat. This information shall include but not limited to pipe inverts,
length of pipe, size of pipe, type of pipe, slope of pipe, and type of inlets.
10. Department engineering staff is required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to be
completed and accepted by Department engineering staff prior to the developer acquiring
a final certificate of occupancy for the buildings.
Z File Number Z-7840-A
Robertson-Brown Seasonal Fireworks Sales – PD-C 21924 Highway 10
1. Whenever access to State Highways is needed for residential or commercial purposes,
an access driveway permit is required. These permits are issued by the Permit officer
for the District in which the driveway will be located. Please contact ARDOT District 6
permit officer at 501-569-2266.
2. A special permit is issued for work on the Arkansas Department of Transportation right
of way that is not an access driveway. The permit is issued by the Permit officer for the
District in which the special permit is requested. Please contact ARDOT District 6
permit officer at 501-569-2266.
3. Property is located within 100-year regulatory floodplain per FEMA FIRM panel.
Therefore, any clearing, grading, land alteration and/or development on this property
will need to be permitted by the floodplain administrator for the Pulaski County
Department of Planning and Development. Any other permits on site required for
development will be required by the Pulaski County Department of Planning and
Development. Contact Pulaski County Planning and Development by phone at 501-340-
8260 for information regarding Flood Plain development, permits and fees.
SUBJECT: Z-3612-A – 10120 RODNEY PARHAM – REZONE FROM C-1 TO C-3
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9920 – 2020 & 2024 ROBERTS ROAD – REZONE FROM R-2 TO R-4
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9927 – 18625 KANIS ROAD – REZONE FROM R-2 TO O-1
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9932 – 1 MAYWOOD DRIVE – REZONE FROM R-2 TO O-1
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. The property must also comply with the requirements of the Highway 10 Overlay
District.
3. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9929 – 9130 FERNDALE CUT-OFF ROAD – REZONE FROM R-2 TO
C-4
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9911 – NORTH OF 13301 SARDIS ROAD – SONGBYRD
RESIDENTIAL APARTMENTS - PD-R
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
SUBJECT: Z-9930 – 1701 SCOTT STREET – THE SCOTT RESIDENTIAL
TOWNHOMES – PD-R
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. The property is located within the Capitol Zoning-O District - CAPO. City of Little
Rock staff have no comment currently.
SUBJECT: Z-5099-I – APPROXIMATELY 433 FEET NORTH OF HWY. 10, WEST
OF THE DIVIDE PARKWAY – NEED SPACE MINI-STORAGE – PD-C
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: JANUARY 3, 2024
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
From: Jim Cranor <jcranor@pulaskicounty.net>
Sent: Wednesday, December 27, 2023 9:01 AM
To: Stafford, Debra L. <dstafford@littlerock.gov>; Van McClendon <vmcclendon@pulaskicounty.net>
Subject: Re: February 8, 2024 Planning Commission Agenda Items
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Debra,
County Comments on 2-8-24 Little Rock Planning Agenda:
Z-9920-No comments by Pulaski County. A single-family residence is located on each
property.
Z-9927-Submit Site Plan to Pulaski County for the proposed office use.
Z-9929-Submit Site Plan to Pulaski County for the proposed mini storage facility.
Z-7840-A Site is located within the 100-year floodplain. Additional comments will be
provided if any permanent facilities be constructed on the property. The County will need
to issue a flood permit for the gravel parking and any additional sitework that is part of this
application.
Thanks,
Jim
Jim Cranor RLA, CFM
Pulaski County Planning and Development
3200 Brown Street
Little Rock, AR 72204
501-340-8265
From: Suzy Mangan <smangan@summitutilities.com>
Sent: Wednesday, December 27, 2023 9:30 AM
To: Stafford, Debra L. <dstafford@littlerock.gov>
Subject: RE: [EXTERNAL EMAIL] February 8, 2024 Planning Commission Agenda Items
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Good morning,
Summit U�li�es has reviewed the below agenda items with comments:
S-1844-F Copper Run Preliminary Plat – I do not see this atached. Please let me know if you have a copy
we can look at, and I’ll provide comments.
S-867-I (10) Chenal Valley Preliminary Plat – No objec�ons.
S-1958 Point West Preliminary Plat – No objec�ons. Should a reloca�on of gas facili�es be required for
construc�on, plans must be provided sufficiently in advance of construc�on.
S-1959 W 10th Replat – No objec�ons to the replat.
Thank you,
Suzy Mangan
Gas Engineer
(m) 501.416.8412 | www.SummitUtilitiesInc.com
smangan@summitutilities.com