HomeMy WebLinkAboutResponse to Comments 0309237128/22, 12:13 PM
Little Rock, AR Code of Ordinances
Sec. 31-87. - Application form. S-1999-6
The following information is to be included as supplemental information to the preliminary plat package.
These criteria may be submitted in an information format as part of the cover letter and shall be filed with
the required plat materials. They are:
(1) Proposed -name and type of subdivision.
(2) Name and address of land owner with source of title. (Deed record book and page or
instrument number required.)
(3) Name and address of subdivider.
(4) Linear feet of internal streets.
(5) Average size of lots and minimum lot size.
(6) Number of lots.
(7) Applicable existing covenants, and the proposed covenants on the land.
(8) Proposed source of water supply.
(9) Proposed means of wastewater disposal.
(10) Request for variances, waivers, or deferrals. (Completion of variance and waiver request form
required.)
(11) Date of plat survey.
(Code 1961, § 37-18(a); Ord. No. 15,529, § 1e, 8-16-88; Ord. No. 15,988, § 4, 12-18-90; Ord. No. 16,861, §
1(aa), 3-21-95; Ord. No. 18,031, § 1(z), 6-1-99)
Sec. 31-88. - Vicinity map.
A vicinity map shall be filed. It shall cover an area within a radius of one-half mile of the proposed
subdivision at a scale of one (1) inch to two thousand (2,000) feet. The drawing shall generally locate arterial
streets, highways, section lines, railroads, schools, parks and other significant community facilities; and, if
possible, shall be incorporated on the preliminary plat.
(Code 1961, § 37-18(b))
Sec. 31-89. - Preliminary plat.
A preliminary plat shall be submitted in the number of copies as established by the planning staff. it shall
be clearly and legibly drawn and shall be submitted in a format as directed by the planning staff. Plat scale
shall be one (1) inch equals fifty (50) feet for plats up to and including ten (10) acres and one (1) inch equals
one hundred (100) feet for plats larger than ten (10) acres, except where a smaller scale may be deemed
appropriate by the staff. The preliminary plat shall be identified by the name of the subdivision, and shall
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include all information listed below. The preliminary plat shall also be submitted in an electronic format
compatible with equipment in the department of planning and development of the city. Data shall be in
Computer -Aided Design (CAD) compatible .DXF or .DWG (compatible with software available in the
department of planning and development of the city) format containing the information listed below:
(1) Contours shown at intervals of not more than five (5) feet for terrain with an average slope
exceeding ten (10) percent or more, and at an interval of two (2) feet for terrain with slopes
less than ten (10) percent. The source of the contours along with the source from which all
elevations were derived shall be clearly described.
(2) Proposed design including streets, alleys and sidewalks with proposed street names, lot lines
with approximate dimensions, service easements, land to be reserved or dedicated for public
uses and land to be used for purposes other than residential.
(3) Minimum building front yard setback lines for commercial or office, industrial, mobile home
park and residential subdivisions, and all setback lines for zero -lot -line, apartment and
townhouse development.
(4) Natural features within and surrounding proposed subdivision including drainage channels,
bodies of water, wooded areas and other significant features. On all watercourses leaving the
tract, the direction of flow shall be indicated, and for all watercourses entering the tract, the
drainage area above the point of entry shall be noted.
(5) The storm drainage preliminary analysis 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.
(6) Date of survey, north point and graphic scale.
(7) Any portion of property within the floodway or the one -hundred -year floodplain, based upon
the federal insurance administration's national flood insurance program provided for and
adopted by the city.
(8) Features within and surrounding the proposed subdivision including existing and platted
streets, bridges, culverts, utility lines, pipelines, power transmission lines, all easements, park
areas, structures, city and county lines, section lines and other significant information.
(9) Preliminary storm drainage plan incorporating proposed easement dimensions and typical
ditch sections.
(10) Names of recorded subdivisions abutting the proposed subdivision, with plat book and page
number or instrument number.
(1 1) For residential plats, names of owners of unplatted tracts abutting the proposed subdivision
and the names of all owners of platted tracts in excess of two and one-half (2112) acres.
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Little Rock, AR Code of Ordinances
(12) For commercial plats, names of owners of all land contiguous to the proposed subdivision.
(13) The names of all owners of landlocked parcels contiguous to or within the plat boundaries.
(14) Boundary survey information of the tract shall be as follows:
a. Boundary lines shall be indicated by a heavy line.
b. Adjusted bearings and distances shall be shown on all boundary lines and ties to all
corners of record utilized. Where boundary lines are curves, sufficient curve data shall be
provided to adequately describe the curve. As a minimum, curve data for each curve shall
consist of radius, arc distance, delta angle and chord bearing and distance. Where
boundary lines are common with previously platted properties, record bearings and
distances shall also be shown.
c. Accurate locations and adequate physical descriptions of all monuments shall be shown
indicating size, type of material and construction thereof.
d. Metes and bounds legal description of the tract boundary.
(15) Zoning classifications within the plat and abutting areas.
(16) Municipal boundaries that pass through or abut the subdivision.
(17) Certifications that the plat has been surveyed and duly filed for record in the offices of the
state surveyor and the county circuit clerk and recorder within the last seven (7) years.
(18) A phasing plan outlining the boundaries for each phase.
(Code 1961, § 37-18(d); Ord. No. 15,929, § 1(c—f), 9-4-90; Ord. No. 15,988, § 4, 12-18-90; Ord. No. 16,861, §
1(aa), (ss), 3-21-95; Ord. No. 18,031, § 1(j), (aa), 6-1-99; Ord. No. 18,902, § 1(m), 7-15-03; Ord. No. 21,867, § 1,
5-19-20)
Sec. 31-90. - Engineering analysis.
An engineering analysis containing the following information shall be filed:
(1) At the option of the staff and where a street grade variance is being requested, the following
information shall be provided:
a. Street cross sections of all proposed streets at one -hundred -foot stations as follows:
1. On a line at right angles to the centerline of the street.
2. Elevation points shall be at the centerline of the street, each property line and points
twenty-five (25) feet inside each property line.
b. Street profiles showing existing and proposed elevations along centerlines of all roads
drawn at a horizontal scale of one hundred (100) feet to the inch and a vertical scale of
ten (10) feet to the inch, or as otherwise allowed by the public works department. Where
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required, such profiles shall be prepared by an engineer registered to practice in the
state.
(2) An analysis of all stormwater conveyance for the one hundred -year storm event onto, within,
and leaving the property to be provided to the staff for review. Such analysis shall be
prepared by the engineer of record at owner's expense. The analysis shall determine to the
best of the engineer's ability a safe building line, conveyance channels, and drainage
easements, and it shall be clearly and legibly drawn on the preliminary plat.
(Code 1961, § 37-18(e); Ord. No. 17,697, § 3d, 3-17-98; Ord. No. 21,867, § 1, 5-19-20)
Sec. 31-91. - Certificates.
Each preliminary plat submitted to the planning commission shall carry the following certificates as
appropriate:
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, hereby certify that this plat correctly represents a boundary survey made or verified by
me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Rules and
Regulations have been complied with and filed for record as required.
Date of Execution
Name
Professional Surveyor
No.
Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, _ , hereby certify that this plat correctly represents a plat made by me, and that engineering
requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
Signed,
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7/28/22, 12:13 PM
Date of Execution
Name, Registered
Engineer
No. _, Arkansas
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and
submittal to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to
further provisions of said rules and regulations. This certificate shall expire
Date
f
Date of Execution
Signed,
Name,
L.R. Plannir
Commissioi
(Code 1961, § 37-18(e)(1); Ord. No. 15,929, § 1(g), 9-4-90; Ord. No. 16,341, § 1(qq), 1-19-93; Ord. No. 20,326, §
1(b), 9-21-10)
Sec. 31-92. - Fees.
Filing fees for preliminary plats shall be as established by ordinance.
(Code 1961, § 37-18(e)(2))
Cross reference— Fees for subdivision applications, § 23-3.
Sec. 31-93. - Bill of assurance.
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Little Rock, AR Code of Ordinances
The draft submitted shall use the format provided within the sample draft provided by staff. This format
will ensure that the proposed bill of assurance separates those provisions required in the plat by ordinance
and those provisions desired by the developer.
(Code 1961, § 37-18(e)(3); Ord. No. 18,031, § 1(h), 6-1-99)
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17. wi ing cceX�*,
ublic rlgl1 <1, property e of the
os velopment during andction
S File Number S-1888-C
Fletcher Valley Phase II — Preliminary Plat North side of Kanis Road, west of Fletcher
Ridge Blvd.
1. 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. LJj J U(,
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 a)littlerock. ov 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 '/z acre, $200.00 for '/2 to 1 acre, and $200.00
for the first acre and $100.00 for each additional acre for project greater than 1 acre. V19le--
4. Per City's master street plan, Kanis Road is classified as a minor arterial. Therefore, an
additional dedication of right of way will be required to the City of Little Rock from the
centerline of Kanis Road. Total right of way dedication required from centerline of
Kanis Road is 45 feet.�l�-}--
5. Per City Code 31-434 a 50% maintenance bond for all street and stormwater
infrastructure shall be submitted to Department engineering staff prior to recording of
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. W, (
6: 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, and type of inlets. �Zk->
7. If street lighting is being installed, 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 prop sed fixtures that meet
AASHTO Roadway Lighting Design Guide standards. �
8. 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.
9 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 asrequired
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 C
31-89.�0'1.�
10. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement. XKII�
11. 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 with submission of the street construction plans for the subdivision.
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 supe vision and attesting to the accuracy of the
information within this report. L9r))C�
12 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 PIan shall show SEC BMPs
for final grading, seeding, and landscaping of the site. C�
13. 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). Or���
14. 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.
15. 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). L49/C,.
16. 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.
17. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply wi i City's specifications for
construction as outlined in City Code Chapter 30. Lq C—,
18. Roundabout design standards and criteria shall comply with the latest version of
NCHRP Report 672, Roundabouts: An Informational Guide. L42/C____
Z File ku m ber Z-2204-B
El Cristal Event - PD- 7314 Geyer S oad
1. Due to a plete chap ccupancy, existing builds equired to comply with
acc i ility requirements in ace rdance with Sectio 2 & f ICC Al17.1-2017
e1 012 Arkansas Fire Prevention Code Secti 3411.4.2.
Z File Number Z-5502-K
West Kathy Storage - Revised
1. Pro le finishe3Jrffoor elevations (FFE) for all bui
N
West of 17301 KanLs�ad
on site pond grading and
drainag 1 s.
2. Show a o�Iainundaries and flood zones on sit an d grading anddrainage
7PYDES
3.ork involving one (1) or more acres o '. Curbed area requires tate of Arkansas
permit. Contact the Arkansa partment of Environmental Qu ity, NPDES
To: Romie Price
From: Fire Marshal Derek Ingram and Captain Tony Rhodes
April 13, 2023 Planning Commission Agenda Items
Date: February 23, 2023
Comment for the following Locations: l)3C14 Cc' 'kit (�
S-1888-C Fletcher Valley Phase II — Preliminary Plat North side of Kanis Road,
west of Fletcher Ridge Blvd
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. If the grade exceeds 10 percent,
approval will be denied and the applicant must submit request to be reviewed
by Fire Chief for Approval.
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.
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.
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.
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 Hvdrants
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 Fire Marshal Derek N Ingram 501-918-3756
Number and Distribution of Fire Hydrants as per Table C105.1.
Z-976 hillips Duplexes — Conditional Use Permit 4522 Malloy Street
Main"Acc /
Fire Hydrants. r'
Maintain fire apparatus access roa . at fire hydrant locations per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D1 Access road w' h with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the ' imum ad width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as F� r Appendix D of th�2O Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire appa tus access roads shall n exceed 10 per in
grade except as approved y the fire chief. If the grade exc s 10 percent,
approval will be denie and the applicant must submit request a reviewed
by Fire Chief for Ap oval.
Loading
Maintain fire a aratus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Secti 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
NAME
Fletcher Valley Phase II —
Preliminary Plat
PLANNING COMMISSION REVIEW
CENTRAL ARKANSAS WATER
13 April 2023
TYPEISSUE
S-1888-C
Phillip Duplexes — Conditional Use -9767
Permit
4522 Malla tree
COMMENTS
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
water mains from Fletcher Ridge/Valley and
Wildwood Place will need to be extended to
this development.
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.
NO OBJECTIONS; All Central Arkansas
Ater requirements in effect at the tim9'
r uest for water service must be met!
Acklin Accesso welling — Z-9771 NO BJECTIONS; All Central Ar nsas
Conditional Use P it Water equirements in effect at t e time of
516 S Oak Stree request r water service must a met.
Rezoning from R-2 R- Z-9770 NO OBJEC NS; All Cent I Arkansas
16725 Crystal Va y Road Water require nts in effe at the time of
request for wateVind
ust be met.
El Crist/Ententer — PD-C `Z-2204-B NO OBJECTIOral Arkansas
7314 Ggs Road Water requiremt at the time of
request for wateust be met.
m Place — Revised PCD Z-3748-A All Central Arkar:s Water quirements in
Rodney Parham Road effect at the time f request f water service
m/beired
met.
Plubm' plans for water facili s
anire otection system to Cent I
As ater for review. Plan rev€s ns
mr quired after additional review.
Central Arkansas Water regardi
prres for installation of water facilities
anire service. Approval of plans by the
Ars Department of Health Engineering
❑iand Little Rock Fire Department is
re.
7 ? 1
April 132023 Planning Commission ends Items 77
Summit Utilities has no objection to the relevant planning commission items. Please let me know if you
have any additional questions.
Thank you,
Suzy Mangan
Gas Engineer
(m) 501.416.8412 1 www.SummitUtilitieslnc.com
smancian@summitutilities.com
�9
County Comments: April 13 2023 Planning Commission Agenda Items
J
Z-9770- Address will need verification prior to requesting water meter.
- Provide septic permit or verification that existing septic system is functioning.
Z-5502-K-Comments from previous submittal:
Road.
-Obtain Driveway permit form Pulaski County Public Works for new driveway off Kanis
-Provide AHD septic permit for wastewater system.
-Obtain West Pulaski Volunteer Fire Department Approval.
-Provide CAW approval for water service.
-Submit a copy of the SWPPP for this project.
-Obtain flood permit for buildings/fill inside the 100-year floodplain.
-Verify development does not violate any existing covenants/restrictions listed in the
Independence Farms Subdivision Bill of Assurance.
-Show State Plane Coordinates for two section or quarter section corners.
-Verify Flood panel information Zone shows to be AE Zone not AH.
-Show certificates of owner, surveying accuracy and engineering accuracy. Include
owner's name and address on the certificate.
-Any city required half street improvements to Kanis Road will need to be reviewed and
approved by
the County Public Works Department prior to construction.
-Show property owners abutting the proposed development.
-Show existing property zoning.
-Provide storm drainage plan.
-Pay $33.00 review fee.
-The revised plan appears to show a grading encroachment inside the regulatory
floodway.
-A No -Rise certification provided by an Arkansas registered professional engineer and a
flood permit
must be obtained from Pulaski County before any of the shown improvements
in the floodway are to be constructed.
No comments on the Pinewood Annexation yet. The County Attorney's office may have further
comments.
Thanks,
Jim Cranor RLA, CFM
Pulaski County Planning and Development
3200 Brown Street
Little Rock, AR 72204
501-340-8265